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About Google Book Search Google's mission is to organize the world's information and to make it universally accessible and useful. Google Book Search helps readers discover the world's books while helping authors and publishers reach new audiences. You can search through the full text of this book on the web at|http: //books .google .com/I f^-n.-mm.'-Z^: I PRACTICAL ESSAYS OH MILL WORK AND OTHER MACHINERY. Q. WOODFALL Am9 SON* amqkl coubT. bkimnbk vtkbbt, lokooii. PRACTICAL ESSAYS ON MILL WORK AND OTHER MACHINERY. BY ROBERTSON BUCHANAN, Engineer. WITH NOTES AND ADDITIONAL ARTICLES, CONTAININO NEW BBSEARCHE8 ON VARIOUS MECHANICAL SUBJECTS^ BY THOMAS TREDGOLD, C.E., MBMBBB OP THE INSTITUTION OF CIVIL EN0INESB8. AND NOW REVISED INTO A THIRD EDITION WITH ADDITIONS, BY GEORGE RENNIE, ESQ. C.E. F.R.S. ETC. 1- lUiU8TRATED BY UPWARDS OF SEVENTY PLATES, AND NUMEROUS FIGURES. A' /-• \\Z\0 ^ V^ LONDON : ^ JOHN WEALE, ABCHITECTURAL LIBRARY, 59, HIGH HOLBORN. 1841. publisher's address. lumeH S and 4 ; 1750 copies of the two editions of Comte dc5 Panibour's Practical Treatise on Locomotive Engines ; 870 copies of the work on Bridges ; 500 copies, in a few months, of the work of Mr. Clegg, Jan., on Coal Gaa ; and within one month upwards of 500 of Mr. Wicksteed's Experiments on the Cornish Engine were sold, which, with niimy others, are testimonies of the esteem in which such works are held at the present time. In the present instance it affords me much pleasure gratefully to acknowledge and publicly state the liberality of Mr. George Rennie, the editor of this work, who, al- though having multitudinous professional engagements, has (anient in the love of his art) found the necessary time for the arrangement, the addition to, and editing of this new edition. This has been done gratuitously, and it is hoped that the Subscribers, in receiving the work iH^nstHiuently so much cheaper, will, in the acknowledg- ment tvf its utility, respond to the Publisher's thanks now oxpn^ssoil for the kindness conferred. IkttmKfr 1.1841. JOHN WEALE. i PUBLISHER'S ADDRESS. The production of Works specially devoted to Engineering is, in this country, frequently attended with difficulty, not arising from the scarcity of subject-matter or the disin- clination of practical men to facilitate its arrangement, but from their inability to find time to render their willing aid. Delay, as in the instance of the present work, is in consequence unavoidable. A publisher's risk is increased in no trifling degree, when he ventures upon publications of a scientific character unaided by an author or editor of ex- perience in the matters of which they treat ; but it is his duty to select such useful and novel subjects as shall not only be of practical help to the engineer, but afibrd a clear view of elementary principles to the student ; and as there are now amateurs in Engineering as weU as in other de- partments of art, such works are peculiarly acceptable. Keeping this twofold object steadily before me, it has been my oanstant endeavour for many years to render works of practical reference as complete as possible, especially by an adequate number of engraved illustrations of examples ; and it is with grateful feelings that I acknowledge the libenility of many gentlemen, whose names appear as con- trflmtOFB of drawings in my numerous published works, loaie few of which are here mentioned, together with an aoooimt ct their sales : viz. — ^Tredgold on the Steam En- gDDe, 2S00 copies since October, 1838 ; Public Works of Great Britain, 97^ copies within the same period ; Papers if tibe Royal EngineerB, 1000 copies of each of the vo- VI GENERAL PREFACE. corrected the Essay on the Teeth of Wheels, and supplied some additional tahles and a second appendix. With a view to practical utility, I have endeavoured to adapt the style of these Essays to the comprehension of such operative mechanics as have not had the advantage of mathematical instruction ; but at the same time I have given reference to authors for the demonstrations of such propositions as I found it necessary to introduce, in order to give such workmen some notion of the principles on which their work should be conducted. For any repetitions, want of unity, and other imperfec- tions, which will doubtless too readily appear in these Essays, I may offer the same apology which I did on a former occasion, that they were written at many Afferent and distant intervals, occasioned by intemipticms from professional and other engagements. Note. — The Second Edition was superintended by the hite Mr. Tred- gold ; and the principal facts noticed in it are incorporated in the following Preface. PREFACE TO THB THIRD EDITION. The Essays of Robertson Buchanan on Practical Me- chanics have been long known, and duly appreciated by the public They consist of a series of treatises, seven in number, on several of the elementary parts of machinery ; such as the Teeth of Wheels, published in 1808 ; on the Shafts of Mflls, in 1809 ; and on Millwork and other Machinery, in 1814. The copious Index of the contents of the present edition, drawn up by Dr. Jamieson, sufficiently explains the nature of the work. In perusing the Essay on the Configuration of the Teeth of Wheels, we are at once struck with its resemblance to the admirable treatise of Camus, published in 1782% and which the author duly acknowledges. The subject is divided into two parts ; firstly, the principles as laid down by Camus ; secondly, the application of these principles to difEsreiit kinds of spur and bevel gear. * Coon de Math^matique. TUl PREFACE TO THE The first application of the epicvcloidal curve to the teeth of wheels is generally ascrihed to Roemer, a Danisii mathematician, in 1674^% although De la Hire^ claimed the merit, and demonstrated that if a tooth of either a wheel or pinion be formed by a portion of an exterior epicycloid, described by a generating circle of any dimensions what- ever, the tooth of its follower will be properly formed by a portion of an interior epicycloid, described by the same generating circle. The object he had in view, was to se- cure a perfect uniformity of pressure and velocity to the machine, so that, in all positions, the wheels which trans- mit the power should act equally and similarly, and (hat the surfaces of the teeth, by touching in a point, should roll over each other when in motion, and thus avoid all friction, a desideratum hitherto impracticable to ac- complish. The general properties of the cycloid and epicycloid, and the modes of generating these curves, both geometric- ally and mechanically, have been given by various authors, and Buchanan applied the principles of Camus to the forms of the surfaces of the teeth of wheels and pinions acting against each other imder different circumstances ; such as the wheel and trundle, the wheel and pinion, the rack and pinion, conductor or conducted, external or internal, spur or bevel gear, so as to render them comprehensible by the general reader. The author next investigates the action of conical, or bevel wheels, under the different circum- stances of the inclination of their axles, applying the same exterior forms of the teeth of spur wheels to the teeth of bevel wheels, with the exception that the curves should be a spherical epicycloid. The principles of bevel wheels had lieen already pointed out by De la Hire in the year 1666 % * Wolfii Opera Mathcmaticis. ^ Traite des Epicycloidcs, 1694. e Mcmoires de rAcadcmie, 1666. 1669. THIRD EDITION. ix igh long knonn and applied previously*, in the p of a conical tnmdlc. De la Hire'' was not only among the first to apply the «?picycloid to the configuration of the teeth of wheels, but le considered the involute of a circle, as the best of the «xterior epicycloids, and which it may be proved to be, if we consider the generating straight line as a curve of I^H infinite radins, and which would strictly apply to a pinion ^Baeting on a rack, and vice versa to the teeth of a rack. ^HEoler, in I76O, treated the case of the involute very ^Bgcoerally '. ^B Kaestner*, in 1771. shewed a method of describing 1^^ and applying the involute to the teetli of wheels. Pro- fessor Kobison applied the involute to the wheels of a miH near Edinburgh, but the result was any thing but ■Satisfactory. The same principle has since been advo- by Ferguson ", Professor Airey ', and Professor I WiUis, whose valuable paper appears in the Appendix. We are also indebted to several continental writers, but ^■^particularly to M. Hachctte', for his elaborate investigation ^Bnf the curves most applicable to the teeth of wheels. Pro- ^Bfessor Airey states, " That in order that the mechanical effect which one wheel will produce upon another, may in all positions be the same, it is necessary that the line perpen- dicular to the surfaces of the teeth at the point of contact, intersect the line joining the centres at a fixed point, which divides that line into two parts, the ratio of which is the me- • Beswni, 1582. Tlicatnim Mafliinnrum. * Traite Jm Epicycloids, and Novo ConuneDt. Petropol. 1754, 1755. ■ Comment. Petro|>o]. 1T5+, 1755. * De Denubus Botorum Reg. Soc. Goltingensis. • Sir Dnvid Brewster, edition of 1807. ' Cambridge Pliilosojiliicai TransnctionB, Vol. U. » Tniite felemcntaire dcs Machines, 181 1. X PREFACE TO THE chanical power ; when this holds, the proposition of the an- gular velocity will be constant." Mr. Airey then deni(Hi- strates the case mathematically, and advises tiiat the teeth be made to work a litde before and after tiie line of cen- tres, and thinks that a tooth formed by the union of an epicycloid and hypocycloid is preferable to any form what- ever, for tiie line of action is always very nearly perpen- dicular to the radius, by which means, not only is the fric- tion made much less, but also the strain upon tiie axles is considerably diminished. The same applies to bevel wheels and rack-work, with reference to uniformity of motion and action, which he conceives to be of far greater consequence than any diminution of friction, which can never be re- duced to nothing, except the part of contact be always in the line of centres, a condition which may be satisfied only by means of an infinite number of curves, and amongst others by two logarithmic spirals, but the mechanical ac- tion, and the motion would be dreadfully irr^ular. This question is now littie more than one of mere cu- riosity, arising from the smallness of the teeth of wheels now made, and the greater perfection of workmanship in the materials, in consequence of the use of iron wheels, and the accuracy with which the teeth are formed and ad- justed by the most simple method of templates and com- passes ; and the approximation of the form thus generated to the form presented by theory is very close. The deter- mination of the strength of the teeth to the power to be transmitted, is given in the fourth chapter on the principles of proportioning the strength of the teeth of wheels. The rule adopted by millwrights for finding the depth of the teeth from the bottom to the pitch line, and from the pitch line to the top of the tooth, is simply to multiply the pitch by 5, and divide by 9, and vice versd. The curves of the exterior and interior surfaces of the THIRD EDITION. XI a are sometimes traced by means of a tracer fixed in the radius line of one of two pieces of board, the edges of IJL which arc cut out to suit the primitive circles of the wheels ^■required ; then, by fixing a template to one edge, and di- ^^riiUng the teeth accurately, the tracer will, by the rolling I of the two circles, describe the curves required. The usual mode of describing the teeth of wheels by arcs of circles, is admitted to approximate to the true cur\'e, if the centre and radius of the wheel be deter- mined correctly. In the best establishments, this is invari- ably done, and the result of many years' practice has proved the goodness of the system. With respect to Buchanan's tables on the pitches of wheels, and the strenjrth of the teeth with the correspond- ing numbers and horses' power moving at the ])itch line at different velocities, it will be observed that the prevailing proportion is, that the pitch is about double the thickness of the tooth, and the length rather longer than the thickness, but three to four times the thickness is more usually ^K^diopted. ^B The investigation of the pr()i)er curves to be given to the ^■teeth of wheels, by Professor Willis, has been added by way of an appendix to the concluding chapter on the Teeth of Wheels. The first section gives a succinct account of the curves adapted to practice, and shews, by way of corollary, that if for a set of wheels of the same pitch a constant de- ^^ Jcribing circle be taken, and employed to trace those por- ^Btions of the teeth which project beyond each pitch line by ^Vmlling on an exterior circumference, and those which lie within it, by rolling on its interior circumference; then any Iwo wheels of this set will work correctly together. I Profesgor Willis then shews how this can be accomplished, ^'ind then gives a form of increased strength to the backs of tlie teeth, but which arc only suited to move in one diroc The second section of this paj)cr shews how the XU PREFACE TO THE practical approximation to the true form can be accom- plished by arcs of circles, a form which approaches to mo- dem practice. An instrument termed an odontagraph, together with tables for facilitating its use, and for forming cutters for shaping the teeth, is proposed, and a theory given of the nature of the motion which is produced by the pres- sure of one circular arc upon another, when disposed so as to work in the manner of teeth. The Essay on the Shafts of Mills is divided into five chapters, containing a general description of shafts most employed in miU-work, and the strains to which they are subject from lateral stress and torsion ; the strength and stiffening of shafts, journals, and gudgeons, with refer- ence to the strength of materials, according to the ex- periments of different authors. The subject of torsion is briefly examined, in conjunction with lateral stress. It is shewn that, in general, the strength of a cylinder or solid axle to resist the force of torsion, is as the cube of its diameter, and that the length of a cast iron shaft has no in- fluence on its resistance to torsion, whatever may be the exception with wooden shafts. The power of a cast iron shaft to resist torsion is calculated firom Mr. Tredgold*s formula, which considers the resistance the same as firom the lateral stress. The Table of Shafts, at the end of the fifth Chapter, takes into consideration the two kinds of resistance. The use of iron in machinery previously to its adoption in England, is evidenced by referring to the works of RameUi, Bockler, and Bessoni, where there are repre- sentations of iron wheels, and portable miUs and cranks of the same metal, but it was only used in this country about the \^^ar 1550. Iron pipotsi canio into use in France about the year I672, aiul fKun the UHur 178^2 to 17S4, cast iron was used in machinery at Culobrook Dalt\ Rotherfaam, and at most of THIRD EDITION. "XIU e gtetA iron works in England. Cast iron wheels were silso in iise at Manchester, Liverpool, Nethcrhy, and several k other places. The theory of torsion has been investigated by several writers, but with very little effect. Coulomb was the first lo direct the attention of mathematicians to this kind of Stsistance. If a cylindrical body, such as a line or series i, of lines or fibres be suspended vertically, but having its upper end fixed, be turned round through any angle by 1^^ the existence of some lateral force, and if its elasticity ^Ber minute by 1 man. N,li* Hy experiment, the friction of these cranes varied from ^Qth to j^^tli of tlio absolute weight. OhDINAHY ChANKS.— ExPBRIMBNTS IfADB AT THB LONDON D0CK8. Athly. Hy tlio ^idking whool-crane, worked by 6 men, a wolglit of 787»920 lbs. >i-as raised 7 feet in 8 hours, equal to 1915 ndmfiA 1 foot high per minute by 1 man. (tthly. Again, by tlio >i*alking-wheel crane, worked also by 6 mon, a >\*t>ight of 91 K680lb6. was raised 8 feet in 11 hours, (M)ual to 1841 iniMHl \ foot high por minute by 1 man. ?thly« Hy t orabu >i^Mrkcd by 6 men each, a ^-cight of 728,000 lbs. WHN miw^l to a height of 16 fe«l in 8 hours* equal to . 2012 nuii«Hl \ (\H\t higli |^>r mimiti!' by 1 man. HORSE POWER. SihK\ TW vKiMttiknJ cdixt of a horse power appBed to a pile- \lri\u^ o^ue >{k\vrk«^ by i iMneiv was fNuad to be equal to M \H\H$bt vxt' 4:(^A^ cKjk vaib«ol 1 jRwt bi^ ui ;^ MceaAi^ ar a >m\^^t^a' »AS9 THIRD EDITION. *XVU The Appendix to the Second Essay contains tables, by iTrcdgold, on the properties of materials, and the influence f alloys in increasinj!; the tenacity of metals. These data lave been farther extended by the experiments of Messrs. tairbaim and Hodgkinson on the relative strength of hot od cold blast iron % and on the compression of cast iron nlumns*. But our knowledge of the elastic properties, of materials, the laws of the elongation and compression, and the effect of temperature upon their cohesion, is as yet hut imperfectly known. The experiments of Rondelet, Dupiu, Tredgold, Barlow, Bramah, Gerstner, and Adam Burg on the flexure and resilience of wood and iron have Tiishcd some valuable facts on this subject, but it is to Messrs. Minard, Desormes, and Ardant that we are prin- Uy indebted, for determining the law of elongation by direct tension of the fibres of wood and iron. Vicat lowed, in the case of a cubical prism of lead, that the law r compression ie constant from a constant augmentation f pressure. Peclet proved that for c^ast iron the molecular Uplaccment of the crystals did not, in the first instant r compression, exactly follow the compression in propor- to the resistance, and our own experiments in the compression of several of the softer metals have shewn the Btliljr. Again, the power of a horse applied to working runs for fcninug earthwork up a riui or inclined plane, the hone of nliidi was 60 feet, and the vertical height 10 feet, was equal to a resistance of ilOlhs. trnvelling through a space of 72 feet lbs. ID I nunatc by two horses, which ia equal to . . . 14,760 ntted 1 fool high per horse power per minute ; a result very inferior to the laat, arising from the inconstant nature of the » S«rtnth Report of the British Association for the Adi k Bxpcrimental Researches on the Strength of Ptllora of Cast 1) dF otber MctcriaJd.— Philosophical Transacdonii, 1840. •xviii PREFACE TO THE densities to have increased in a greater ratio than the com- pression. The influence of temperature, so far as the temperature of the atmosphere is concerned, appears to exercise very little influence, but when carried beyond the limit of at- mospherical temperature, the experiments of Messrs. Tre- mery and Poirier have shewn that, at a dull red heat, (450*" Fahrenheit,) the tenacity of a bar of iron had lost one sixth of its original strength. M. Savart * proved, by means of a series of ingenious ex- periments on the sonorous vibrations of difierent materials^ the influence of time in the aggregation of the particles in cooling of substances, apparently homogeneous ; and Messrs. Vicat, Minard, and Desormes, and ourselves ^ have, by means of iron bars loaded to within the limits of their ab- solute strength, shewn that permanent set or loss of elasti- city, and even rupture, takes place when influenced by time. On the subject of Shafts and Couplings, a new era had arisen. The introduction of the textile fabrics in the country, by Lombe and others, and the inventions of Wyatt» Arkwright, and Watt, led to a new system of machinery. The necessity of producing high velocities occasioned a cor- responding diminution in the dimensions of shafts, and those ponderous masses of wood, cast iron, and their enor- mous bearings and couplings, gave place to slender rods of wrought iron and light frames or hooks for suspending them. In like manner, wheels and pulleys of large dia- meters were replaced by pulleys and straps of moderate dia- meters and dimensions, and by uniting the pulleys in series of difierent diameters, and alternating their positions oppo- * Annales de Ghimie et de Physique, snr les Vibrations longitadinales des Corps, tome 65. ^ On the Effects of Temperature on the Arches of Bridges. Tnmsaotiinns of the Institntion of Civil Engineers, Vol. III. THIRD EDITION-. *XIX I each other, a greater variety of velocities were ob- ncd, and a great deal ttf friction and noise done away with, rithout taking into conaideratioii the economy resulting IVoin the lighter kind of machincrj' and the less quantity of power than formerly required to put the wliole in motion. "besB improvements are in a great measure due to . Fairhaim and Lillie". To use the words of Dr. " The method of increased velocities in the driving i of factories is undoubtedly one of the most remarkable nprovements in practical dynamics. It diminishes greatly the inertia of the mass to be moved, by giving to much lighter shafts and wheels the same momentum, and it per- raitii the pulleys or drums which immediately impel the machines by straps* to be reduced to a size much nearer to lat of the steam pulleys fixed on the main axes of these I The same improvements have taken place with regard B the couplings, which are now reduced to simple rings f wrought metal keyed to the circular ends of the abutting ids of the shaiU. • In a letter to the Editor of this pnblicatioo, Mr. F&irbaJm dates the action of llie new system of gearing from the year 1815: at that B, wyn he. " the ahufts of our cotton mills were moving at 40 and 50 re- is per minute, whereas at the present day we hove none under 60, u numy as 300 and 350. The same number of revolntionK are appli- i now in use for flnl oud Bilk. The extensive use of wrought Kbon for (bafts, and the slide lathe, bnve ^ven wonderful facilities to the r p*iurtioii of ihofts, and increased velocities and reduced friction by the •Bwrniwoti of great power through a comparatively small section. In nnr rif the more recent mills of iny coiistrucdon, we have shafts only 2^ r overconiing the power of a iO-horse engine. Another aDpnivinicnt n-iu' our system of coupling, and the mode of suspending I A*Ai fmn tliG main beams and ceilings of rooms, &c. In the first instance f never get loose, and In tlie second, the shafts ai'e strung like ' *)ns ibittg the celling, and with small iron pulleys transmit the motion to I At udiincry without crowding the room or obstructing the light." * PUlMOphy nf Manufactures. Aft •XX PREFACE TO THE As respects iron, cast iron pipes and cranks and pumps were used in the old London Bridge Water- works, by Sorocold, in the time of Charles II., and mention is made of a cast iron wheel, 4 feet in diameter, which worked into a pinion 6 inches in diameter ; and he adds, ** If the teeth of the wheel be of brass, and the teeth of the leaves of the pinions of iron, the machine will work more equally." It seems generally believed, however, that Smeaton was the first to introduce cast iron wheel work in machinery at the Carron Iron Works, for the purpose of boring cannon, about the year 1769> although he had pre- viously applied a cast iron axis for a windmill in 17^4 ; but the founder's art was so imperfect, that Smeaton was obliged to proceed cautiously: and it was not until the years 1784 and 1785, when the Albion Mills were built, that cast iron was applied to all parts of machinery, and the late Mr. Rennie was the first to introduce accuracy in the forms of the teeth of wheels, by turning and adjusting the teeth, and causing the iron to work into wooden cogs. The subsequent progress which has been made in the later period of his life, introduced a new era in mill ma- chinery, which, in point of accuracy and smoothness of workmanship, has not been exceeded, even under the au- tomatic system of self-acting tools. Arkwright used iron bevel wheels and band pulleys, at the cotton spinning mills at Cromford and Helper, in 1775. The Fourth Essay of Buchanan, on the Method of Disen- gaging and Re-engaging Machinery while in Motion, may be fairly included in the Third Essay on Couplings, with the exception of the fast and loose pidleys and friction clutches, which are found to be the simplest and best for engaging and disengaging machinery without shocks. The friction plate inclosed between two other plates, introduced some years back by ourselves, has been found to answer all the conditions in point of simplicity and efiect required by a THIRD EDITION. •xxi friction pulley, and does away with all the ineonyeniences of the cones. The Fifth Essay on the Mechanism for equalizing the Mo- lion of Mills, relates to the changes of velocity to which every first mover is suhject, either from an increase or diminution in the supply of power, or where the power is uniform, from the increase or diminution of the resistances required to he overcome. This is accomplished by means of double or conical pendulums and balls, cither for regulating the sup- ply of wind, water, or steam, according to the quantity of action required. The Appendix to the Fifth Essay is extracted from a paper communicated by Buchanan, in the year 1799, to the Philosophical Society of Edinburgh, and afterwards to the Editor of the Philosophical Magazine, on the Velocity of Water Wheels. The author negatives the conclusions of Banks, viz. that the velocity of an overshot wheel is as the cube root of the quantity of water it receives, by con- trasdng his own experiments on water wheels moving with their common velocity and half that velocity ; and the re- sult was, that the last half required just half the quantity that the first did ; and this he confirms bv two letters from Mr. Robcrton, in which the author contrasts the maximum velocities of Smeaton and Banks's water wheel ; and says that while Smeaton, by his maximum velocity of throe feet, lost only one-fourth of the original effect, Banks, at his maximum velocity of one foot per second, reduced it to one half of that velocity, thus making the same quantity of water pro- duce four times the quantity of work, or twenty times the quantity of work which Smeaton could perform with the same quantity of water. The continuation of Buchanan's Appendix shews that the mechanical effect depends on the wheel's diameter, the height of the fall, and on the velo- city of the circumference of the wheel ; and it is shewn that a water wheel will produce the greatest effect when •XXU PREFACE TO THE the diameter of the wheel is proportioned to the height of the fall, so that the water flows upon the wheel at a point about 52f degrees distant from the summit of the wheel. The subject of water wheels has been fully treated, both theoretically and practically, by many authors both on the continent and in this country ; suflSce it to mention the names of Pitot, Deparcieux, Lambert, Borda, Bossut, Eytelwein, Morosi, &c., &c., among the former, and of Smeaton, Robison, Fenwick, and Banks among our own countrymen ; and in more modem times by Navier, Ponce- let, Morin, Foumeyron, &c., and by several eminent me- chanicians in this country. Of the several classes of overshot, breast, and under- shot wheels, a great diversity of opinion prevailed* By Pitot it was maintained that the float boards of undershot wheals should be continued in the line of the radius. By Deparcieux, that the floats should be inclined to an angle of 15 or more degrees. Bossut was of a contrary opinion. Borda, Bossut, and Robison considered that the maxi- mum velocity of the wheel's circumference should be one third of the velocity of the current Smeaton made the maximum velocity of the wheel between one third and one half of the current Banks difiers firom all the authorities. Navier, Poncclet, and Morin % make it one half, whether the floats are on the line of the radius of the wheel, or curved. Again : as regards the diameter of the wheel, it was maintained by some that the diameter of the wheel should never exceed the height of the fall, and by others that the diameter should in all cases exceed the height of the fall, in which latter opinion Smeaton coincides ; for, says he, ** the higher the wheel is in proportion to the whole crimeiit8 Maximum effect. Correroond. veloaty. Mean effect Coireapond. velodtj. •800 •692 •643 •567 5-48 5-87 5'8S 7-59 •784 •609 •562 •484 601 5^73 7^90 8-18 15 feet diameter wheel : 88 Experiments 10 feet diameter wheel : 180 Experiments 6 foet diameter wheel : 178 Experiments THIRD EDITION. •XXV In the case of vertical water wheels, the water acts either by its impulse or gravity. But with horizontal wheels with inclined or curved floats, the motion is pro- duced by the impulse and gravity of the water conjointly. The experiments of Messrs. Piobert and Tardy • on several wheels of this description, in the south of France, have given very feeble results, seldom exceeding one fourth of the power expended, and averaging much less. The reac- tion of a column of water upon the curved floats of a hori- zontal wheel has been found to bo more effective, and the recent experiments of M. Morin^ upon the Turbine of Foumeyron have shewn this new and curious machine, when properly constructed and moving at its maximum ve- locity, to be equally effective (if not more so) with the best vertical wheels. The effect of the reaction of a column of water had previously attracted the attention of Euler and Bernoulli in 17^0% and a machine was proposed by Euler in 1754, upon the principle of the steam wheel of Hero of Syracuse. This machine was further improved by Man- noury D'Hectot**, who constructed several in the neigh- bourhood of Paris, with bent tubes, originally suggested by Euler. The theor\' of the reaction of a column of water against the sides or circumference of an upright tube when allowed to flow through a hole or pipe fixed in its base, has often been investigated by philosophers. Daniel Bernoulli, in his Hydrodynamica in I788, and John Bernoulli, in his Hydraulica, and in the St. Peters- burg Transactions, proposed a very ingenious and elegant method of determining the impulse of a column of fluid fidling perpendicularly upon a plane surface infinitely cx- * Ezp&iences ewt les Roues Hydrauliqucs a Axo vertical, Paris, 1840. b Ibid., Turbines Mctz, 1838. ' Memoires de rAcademie de Berlin. ' Journal deB Mines^ 1813. *XZT1 PREFACE TO THE tended. The fonner considered the curve described by every filament of fluid as a channel in which a body moves, and which experiences at each point the action of a centri- fugal and tangential force, which varies according to a given law. He then calculated all these forces, and found that the impulsion of a fluid against a horizontal plane is equal to the weight of a column of fluid, whose base is equal to the section of the fluid vein, and whose alti- tude is equal to twice the height of the fall due to the ve- locity of the fluid. The theory was afterwards very fully verified by a series of experiments. Tlie question of water flowing from a cylindrical or any other shaped vessel was also treated by Madaurin in his Fluxions, pub- lished in 1742. But the application of the principle of re- action to produce motion in machines, is due to Segner % professor of mathematic^^ at Gottingen, who first con- structed the machme, commonly known as Barker's miU\ The celebrated Euler made this machine of Segner the object of his investigation, in a paper published in the Memoirs of the Academy of Berlin, in the years 17^0 and 17^1f and shewed that, in order to produce the greatest eflFect, as weU from the pressure as from the centrifugal force of the effluent water, it was necessary to curve the horizontal arms or tubes of the machine, so that the aper- tures should be in a line with the radius of the wheeL In 1754, he again turned his attention to the subject, and constructed a machine with two systems of wheels, the upper wheel or cylinder which received the water being fiixed, and the lower one moveable and attached to a ver- tical axis ; the water then flowed from the upper cylindrical to the lower conical wheel, and from thence through twenty small conical pipes fixed into its circumference, into the air, * Exercitationes hydraulicsB, Qott 1 li^l. ^ It was called Segnersche Wassenad, in Geamianj. THIRD EDITION. ^ ¥ (d the machine to revolve *. Mather de la Coiir, and 'W'arm^I^ proposed to introduce the column of water from below at once into the horizontal arms ; and a patent for a similar application of this principle has recently been taken out in Scotland. As regards the effect of these machines, Dpiniona are various ; Banks does not estimate it at above one third. Waring concludes that the greatest effect will be produced when the reloeitv of the orifice is half that of the issuing water, and that this effect will be nearly the same 88 that of a well constructed undershot water wheel. Mr. Ewart' estimates the maximum effect to he consider. -ably greater than the same quantity of water applied to an undershot wheel, but less than that which it would produce if properly applied to an overshot wheel. In i82i M. Burdiu invented a modification of Segner's machine, which he termed turbine a riacfion*. It received the water in the tipper part of a cylindrical drum, and allowed it to issue at its base through a series of helical channels wound round the outer surface of the drum, and from these through three pyramidal pipes issued horizontally into the atmo- (berc This machine was found to produce an effect of 65 to 75 per cent, of the power expended. It was reserved, however, to M. Foumeyron to bring tlh« turbine to its present perfection, and this he has ac- iplished, after the most unremitting perseverance of * Joamal de Bozier. > TrsDnctioDa of the American Philosophical Society oF Pbiladelphio. ' On lie roeasure of Moving Force ; VoL H. Memoirs of the Literary and FtiLlo«ophicBl Society of Manchester, 1 808. * Aniulcsdes Mines, Tom. III., 1828. A more improved tnaehino of Una doecnption erected by M. Burdiu at Pontgihuud in Fnuice, called a Tur- Udo 1 £vacuittioD alternative, when submitted to the teat of llie iiictioD lercr of IVony, produced an useful effect equal to 67 per cent, of the power rapcnded, and pcrfonaed the same qusotity of work with ooe third of the waMr formorly r«iuuod by n horizoatftl whe«l worked by the percusnoD • • • *XXY1U PREFACE TO THE many years devoted to the subject. As before stated, the turbine consists of a horizontal wheel with curved floats, which are set in motion by the pressure of the water issuing from the centre to the circumference, or vice versd, and which, having performed its office, quits the floats hori- zontally. But as the problem requires that the water should enter the wheel without shocks, and leave it with- out velocity, a peculiar kind of construction both of the wheel and floats is necessary, and it is the practical deter- mination of the curves, derived from experience alone, which has led M. Foumeyron to the solution of the ques- tion. Most of the turbines established by M. Foumey- ron in France and Germany have been submitted to the investigations of M. Morin, and the results have so far exceeded the expectations of men of science, as must eventually lead to a very considerable modification in hy- draulic engines as first movers; and the report of the Commissioners, Messrs. De Prony, Arago, Gambey, and Savary, appointed by the Royal Academy of Sciences at Paris, on the experiments of M. Morin, entirely adopts his conclusions. M. Morin's experiments were made upon the turbines erected at Moussay, Miilbach, Lupine, Inval, and at St Blaise \ ^ The first scries of experiments w»s made on the turbine of Moussay, m 1837. Tbo diameter of the wheel T«-as *085 metres, or 33^ inches; the height of the fall was 7| metres, or 24 feet 8 inches; and the number of turns made bv the wheel varied from 76 to 240 per minute, according to the opening of the sluice ; the relation between the cffectiTe and theoretical expenditure of T«*ater ii'as 0*910. The maximum effect corresponded to a Telocity of 180 to 190 turns per minute^ and the useful effect mu 0*690, or from 31 to 52} honaes' poTi-er; but at velocities of 140 and 230 turns per minxite^ this illation varied only from 0*650 to 0*690 of the absolute power expendeiU or a variation of only -jW^ thus showing that the effect of the wheel was not altered materially by variations in its velocity. The wheel also was not affected when working submerged in tail water. The wheel at Miilbach of only 2 mecres^ or 6^ feet diameter, and a fidi of 3| metit«k or about ll^ fwc^ with a volume expended of 2| cMc THlttD EDITION. 'XlUt The Sixth Essay relates to changing the velocity in machinery hj' means of lathes, alternating pulleys, alter- 1, yielded a useful effect of 91 ioreea' power, or 78 per cent, of the BnditDTe. In this cose tho number of revolutions of the ivbcel varied 1 00 per minute. I Th* turbine of Lepine, with a fall of 2 metrca, or fij feel, and a velocity Jfirami 60 to 100 revolutions per minute, yielded a power ofl2 horses, f Filwily, the turbine at St. Blaixe, with a fall of 108 metres, or 354 feet, ■od n wheel nnder 22 inobes diameter, miulc 2300 turns iu a minute, and traoainitied a force equal to 40 horses. , M. Horin concJudes from bis experiments : — I latly. That turbines are equally adapted to great as to small falls of Sdly. That they are capable of tronsmitlmg an useful effect equal to O-70 to 0-78 of the absolute power. 3dly. That their velocities may vary very considerably from tho mftxi- cffpct, without differing very sensibly from it. -Hhly. That they will work nearly as cffectuaUy when drowned to tho itb of one or two metres, as when free. SiUy, Tliat conBcquently, they will; make use of the whole of the fall leu platod below the level of estreme low water, ethly. That they may receive variable quantttiea of water without al- tbe ratio of the power to the effect. And if to thcee properties be added ^mplicity, economy, and compnct- Ipgcther with the facility of communicating high velocities to iuB' lery without the intervention of wheels or pulleys, the turbine, he ^ra, ought to rank among the best bydraiilic machinery' in use. At SL Maur, near Paris, four turbines have been erected for the purpose gnodiiig corn. Each turbine is 3 feet 2 inches in diameter, and 8 inches ibickueris a""! makes 50 revolutions per minute, driving 10 pair of ie« 3 feet * inches in diameter at the rate of 200 revolutions per minute, each hirbliic doing tho work of 10 horses' power. At Corbeil, about 16 miles from Paris, M, D'Arblay has recently re- pkoi-d twu out of four vertical iron wheels upon the best principles, and re- gihMWd tliem with two turbines of similar diameters as those at St. Maur, and tluiT ore now working each IU pairs of stones with the greatest regu- .hrttj and satisfaction. For farthw information on this snhject, sec Experiences sur !es Roues a rcrticn], par M. Anliur Morin, Metz, 1838. Also Versuche mit DemoDUKlen Wosscrriiden von Herrn Wedding nnd Herni Carliczect, BetOn, 183*. *XXX PREFACE TO THE nating cones, friction wheels, mules, and double speeds, as applied to cotton spinning. The theory of mechanical motions has been very little examined until recently. Some of the early writers, such as Ramelli, Bessoni, Zonca, &c, describe the various continuous or alternate motions used in machines; but these motions were scarcely classi- fied until 1794(, when Monge produced his Elements of Machines for the use of the Polytechnic SchooL It was afterwards treated by Hachette% Lanz and Betancourt\ Ampere' and Borgnis*, Whewell' and Willis'. In the Trait6 de M6canique of Borgnis, mechanical organs are divided into six classes. — 1st Receptors, under which are classed every description of machine moved by the power of animals. — ^Sdly. Hydraulic receptors, such as vertical and horizontal wheels, machinery moved by the reaction or pressure of water, or by heat, vapour, or wind. Under the secondand third classes, or communicators and modifiers, are machines for transmitting and modifying mo- tion, such as toothed wheels, eccentrics, indinedor curvilinear surfaces, chains, levers, pulleys, wheel eccentrics, screws, cams, &c«, together with the machines for producing con- tinuous, or variable, or alternate motions. The fourth daas comprehends simple supports for maintaining vertical or horizontal axles, and rotative supports for wiMTifaMTirng motions of translation m one or more directions ; and under the third class in this division are comprehended toob. The fifth order relates to r^rulalcNrs, such as fly wheels, governors counter weights, horological scapements, ec- centric wheels, curvilinear motions, friction levers, and ^ Composauon dc« MMhines. ISOS. ^ Kmu Air k Philowpbie des ScMnee^ ISas. * Tndu^ dc MMuq[Q«« THIRD EDITION. *XXX1 nScal pulleys and wheels, (alluded to by Buchanan.) The sixth, or last class, termed operators, comprehends 'ery kind of machine for blowing air, for agitating quids, or semifluids, or solids j for compressing substances r means of rollers and presses, or for stretching or ex- nding metals : again, for operating by friction, such as nding, polishing and filing. Fourth sub-division, by shocks, such as hammers, stampers, pile en- , wedges, &c. And under the last or fifth sub-divi- tioa, come the operators by separation, such as rakes, scribbling and carding machines, knives, chisels, scrapers and boring tools. ^H^ A new work, however, by Professor Willis, has just ^Hppeared, the object of which, to use his own words, ^^phns been to form a system that would embrace all the ^VuBmeDtary combinations of mechanism, and at the same uptime admit of a mathematical investigation of the laws by which their modifications of motion are governed. 1 have therefore, says he, confined myself to the elements of pure me- chanism, that is, to those contrivances by which motion is commonicated purely by connexion of parts, without re- qniring the essential intermixture of dynamical effects. Instead of considering a machine to be an instrument by means of which we may change the direction and velocity of a git>en moHon, I have treated it as an instrument by i of which we may produce any relations of motion reen two jneces."' The system adopted by Professor Willis is condensed, I a ^'nopticai table of the elementary combinations of pure xhouism, into five divisions and three sub-divisions: The first class comprehends motion by rolling contact, toothed wheeb, annular wheels, racks, sectors, face gearing, hook gearing, and wheels in general for pro> ' Willis's Principlea of Meclianism, 1841. *XXXU PB£FAC£ TO THE ducing constant or variable velocities, or a combination of both. The second division includes motion produced by sliding contact, such as cones, screws, and worms, pin and slit levers, spiral, and other curved surfaces, under the different cir- cumstances of constant or variable motion. The third division shews how the same motion can be produced by wrapping connectors, such as guide pulleys, gearing chains, curvilinear pulleys, and fusees. The fourth division includes the motion produceable by link work, such as cranks, joints, ratchet wheels, and inter- mittent link work. And the fifth or last division includes reduplication by means of tackle of ropes, either parallel or unparalleL The aggregate combinations and velocities, and adjust- ments of machinery, are treated with that ingenuity, pre- cision, and order, which might be expected finom the au- thor. As regards the practical application of the various motions used in machinery, we need only adduce the early inventions introduced into the texdle fabrics by Ark- wright and Cromptim, Wyatt, Hargreaves, of Watt, of Boulton, of Huddart, and others who have illustrated the history of mechanical inventions, not to mention invidi- ously inventors and men of science who in modem times have carrioil the art to the highest perfi^^tion. The Sewuth Kssav treats of the framing of mill work and small maohim^r}% acconling to the principles of Robi- sim and T>eart$ i\f machines in their proper ainl n^lative vU^taiH^ $a^ that all the wheels shall work as $m\H>ihly as [¥^Wt\ and witUvHit shirks or vihraiicHis ; for this }HirtH^8?e it is mn^Nssan that the framing be made in con- f\>rmitY to the strn^t^xi^t ruW^j^ \rf ;f^*ieiKv ; that is* with refer- THIRD EDITION'. 'MXIIl QDce to the composition and resolution of forces, that the resultants of these forces should he represented by ties or struts ; in short, that all pressures should be so distributed and resisted as to maintain a perfect state of equilibrium throughout. In obtaining a knowledge of these principles, it is necessary that we understand the properties of the materials with which we have to deal j their strength and stress in all positions, their durability, and their powers to resist decay. These properties will be found in our table of the strength of materials, and it is on the judicious distri- bation of these materials that much, if not the whole of the art of the mechanician dejiends. In all cases of tension, to use wrought iron, and in those of compression, cast iron ; to observe the proper forms best suited to the pressure or tension they are to undcrfro, and to avoid as much as pos- shle the use of framing in all heavy machinery, availing lives of masses of materials, such as stone, brick, icrete, or sand, in all cases where vibrations or shocks to be resisted. For although cast iron, as a material, combines the advantages of stiffness, strength, and dura- biH^> and the facility of its being moulded into every pos- sible form suited to the framing of small raachinerj-, yet it is occasionally subject to break by unequal contraction in the cooling, and by blows or changes of temperature. Framing of wrought iron ia, therefore, much used in marine steam engines. The Eighth Essay, although not in the original edition of Buchanan's Essavs, treats of the geometrical and prac- tical methods for finding the centres of gravity of miU lis, illustrated by examples of two, three, or four wheels red upon the same shaft. This subject has been so iplv illustrated by Dr. .lamicson, but particularly in his Mechnnics for Practical Men, that further comment is Irecssary. series of tables of square and cube numbers and roots, peat r ^■leels •XXXIV PREFACE TO THE taken from Hutton's Course of Mathematics, closes the whole of Buchanan's work. In the precedmg ohservations we have confined our at- tention to a hrief outline of the past and present state of our knowledge of the subjects treated by the Essays, and an imperfect review of the labours of those to whom we are so deeply indebted for the knowledge we possess of mechanical science. The labours of Buchanan are con- fined to the development of a few elementary principles connected with practical mechanics, excellent in them- selves, but defective both in the extent and arrangement necessary to a complete system of mechanics. The science of mechanics, which treats of the equilibrium and motion of solid or fluid bodies, and which, under its various divisions of statics, hydrostatics, dynamics, and hydrodynamics, comprehends the theory of action and re- action. Practical or technical mechanics, on the con- trary, treats of forces as realities, and machines as material objects, capable of transmitting, regulating, or modifying motion. It also depends on a multitude of facts com- bined together, and establishes, by way of experiment, values to every element subservient to industry. Further- more, it determines the value of animate and inanimate force, such as the force of men and animals ; the force of gravity, such as weight, water, or other fluids ; of elastic fluids, such as wind, steam, gas, &c., all of which forces are made sens- ible through the agency of machinery. By machinery we understand an assemblage of materials, particles or parts susceptible of receiving, communicating, or modifying motion. A machine may consist of a simple or compound lever, or assemblage of levers, revolving on a centre, such as band wheels or rollers, or any of the mechanical powers ; or it may be divided into three parts, — the parts which re- ceive, the parts which transmit, and the parts which com- municate or perform the woA : aU these motions are THIRD EDITION. •xxxv I I by certain reaistances which we terra passive, such as inertia and friction, but which deduct or abstract from the absolute force in proportion to the perfection of and mode of applying the machine. Machines may be employed for displacing solid or fluid masses, for changing the forms of ductile and compressible materials by pres- sure, for separating masses of solid materials by friction, for producing changes of volume in solids by percussion, for separating solids into fragments by the same force, for TniTcing solids together by penetration, for separating fila- mentous substances from other extraneous substances with which they are interlaced, and for rearranging and inter- I lacing them. I Whatever be the nature of the machine, it ought to be %o combined that its useful effect be as great as possible ; that it should be as simple in its construction as possible ; that its parts shoidd combine strength, stifiness, lightness, oniformity of action, and he as free as the nature of the re- Mfltance will permit from passive resistance ; that it should act without shocks or sudden changes of motion j and that the comnmoication between the power and resistance should be as simultaneous as possible. These important prin- ciples exact an intimate knowledge of the properties of materials, the modes of transmitting motion in all its varieties, of contact by means of the teeth, cams, and other mured surfaces, by bands and pulleys, or by direct or oblique pressure. Machines are the implements of manu- fiujture, a word which applies to every product of art which is made by machinery, and with little or no aid from human labour. It forms a separate section, or rather a science, of automatic labour. It is the automatic science which bos raised our country to its present elevated posi- tion in the world, as displayed in its cotton, silk, woollen, and flax manufactures ; in its multitudinous and beautiful a 2 •XXXVl PREFACE TO THE machines for shortening, multiplying, and even dispensing with the labour of man, evinced in the construction of au- tomatic machines for creating the instruments of power whereby the elements are chained to perform their un- remitting toil, — whereby the powers of wind and water, and steam and gas are rendered subservient to our uses, and ere long, let us hope, that mysterious power of electric magnetism, which seems to govern alL What have we not witnessed during the present century ? If we turn to the triumphs of steam, we find that, whereas the duty of the pumping engines in Cornwall in the year 1808 was barely equal to 20 millions of pounds of water raised one foot high by a bushel of coals ; in 1835, the duty per- formed by Mr. Austen's engines at the Fowey Consols and Lanescot mines, with an 80 inch cylinder, was upwards of 125 millions of pounds of water lifted by one bushel of coals weighing 94 lbs., and this has been confirmed more recently by the valuable experiments of Wicksteed \ Thus carrying out the ideas and principles of the great Watt, so fully detailed in his patent for 178^ and in the works of Robison\ Tredgold', and Farey*. If we look to the marvels which have been effected in locomotion*, both on sea and land, no longer subject to the uncertainty of the elements, the untiring machine impels the mighty fabric against the wind and waves, annihilating almost time and distance between the New and Old Worlds, while by its stupendous energies, and the art of the engineer, dis- tances ae no longer measured by space. * Expenmental Enquiry concenimg the Rdatiye Power and Useful ESect produced by the Cornish and Boulton and Watt Pumping Engine and CyUudrical Waggon-bead Boi]«s. 1841. ^ Robison^ Article Steam Engine. « Treilgold on the Steam Engine, 2 toIs. Weale, 1838-40. "^ Farey H Treatise on the Steam Engine* * Comte de Pkanbour s Practical Treatise cm Locomolhve K^es, 1840. THIRD EDITION. 'xXXvil Let us reckon upon the future, eays M. Arago, iu his istorical eloge~of James Watt ' A time will come when the science of destruction shall bend before the arts of peace ; when the genius which multiplies our powers, which creates new products, which diffuses comfort and happiness among the great mass of people, shall occupy, in the general estimation of mankind, that rank which reason and common sense now assign to it. ■ *' Then Watt will appem- before the grand jury of the in- Btabitants of the two worlds. Every one will behold him, with the help of his steam engine, penetrating in a few weeks into the bowels of the earth, to depths which, before his time, could not have been reached without an age of the most toilsome labour, excavating vast mines, clearing them in a few minutes of the immense volume of water which daily inundates them, and extracting from a virgin Boil the inexhaustible mineral treasures which nature has deposited there. Combining delicacy with power. Watt will twist, with equal success, the huge ropes of the gigantic cable by which the man-of-war rides at anchor in the midst of the raging ocean, and the microscopic filaments of the aerial gauze and lace. A few strokes of the same engine wiU bring vast swamps into cultivation, and fertile countries will also thus be spared the periodical returns of deadly pestilential fevers, caused in those places by the beat of the summer sim. " The great mechanical powers which had formerly to be songbt for in mountainous districts, at the foot of rapid cascades, will, thanks to Watt's invention, readily and easily arise in the midst of towns, on any story of a house. The extent of these powers will varj' at the will of the me- chanician ; it will no longer deiMiud, as heretofore, on the moit inconstant of natural causes, on atmospherical in- fluences " Installed in ships, the steam engine will exercise a power aS ^XXXVm PREFACE TO THE a ImnilredBald greater than the triple and quadruple ranks of rovers and bjr the hdp of a few bushels of coal, waa win Tanqnish the eLements ; he will play with calms and cootrarr winds and storms. " Lasdv : The steam engine drawing in its train thou- sands of traTellerSy will ran on railroads with far greater speed than the smiflest raoe-horse."* ** And, in condosion, let ns quote the opinion of Sir John HorscheL On the importance of practical mechanics (he sap^ in his admirable treatise on the Study of Natural Phi- losophy,) *' Practical mechanics is in the most preeminent sense, a scientiJU: art^ and it may be truly asserted, that ahnosi all the great combinations of modern mechanism, and many of its refinements and nicer improvements, are creations of pore intdlect, grounding its exertion upon a moderate number of elementary propositions in theoretical mechanics and geometry. On this head we might dwell long, and find ample matter both for reflection and wonder. But it would require not volumes merely, but libraries, to cnumarale and describe the prodigies of ingenuity which have been lavished on every thing connected with machinery and engineering. By these we are enabled to diffuse over the whole earth the productions of any part of it, to fill eveiy comer of it with miracles of art and labour in ex- change for its peculiar commodities ; and to concentrate around us, in our dwellings, apparel, and utensils, the skill and workmanship not of a few expert individuals, but of all who, in the present and past generations, have contributed their improvements to the processes of our manufactures/' ^ • Tlje annals of racing record sereiml wonderful feats performed by race- bone^— Eclipse once ran 2 mOes in 2 minntes, and on another occasion 4 vBw in « minntes and 2 flecrads. Fljing Childera ran over the New- Miikec covrae. 7420 yards, in 7| minutes. Greyhounds have been known ti» m aeariy as &8t as raoe-horses. * IVe&MBarr DisconrBe on the Study of Natoial Philosophy, pages 63 awlCf. THIRD EDITION. ON TOOLS. I The subject of tools has been so amply illustrated bv Mr. James Nasmyth, in the Appendix, that little remains to be added. By tools, we understand instruments em- ployed in the manual arts for facilitating mechanical ope- rations by means of hammers, pmicbes, cbisels, axes, adzes, jilanes, saws, driUs, files, &c., by means of percussion, penetration, separation and abrasion of the substances ope- rated upon ; for all of which operations various motions are required to be given cither to the tool or to the work. In handicraft work the tool receives motion, but in self- acting or automatic tools, motion may be given to either. In the case of the turning lathe, the tool remains fixed, and the object moves. In that of the planing machine, the tool may remain fixed, or be made to move accoi-ding to the duty required to be performed. In almost all the other machines, such as the slotting, the key-grooving, the punching, the drilling, the nut-cutting, the teeth of wheels cutting, the boring, the screw-cutting machines, the tools receive motion. In the screw, bolt, and nut ma- chines the tool is either moveable or fixed. The use of handicraft tools is coeval with the earliest periods of antiquity, and the recent researches of modem travellers have proved the ancients to have beeu acquainted with almost all the tools now in use'. The potter's wheel, the axe, the chisel, the saw, &c, attest the perfection to which the mechanical arts were carried by the Greeks and Ro- mans, and subsequently in the arts of turning exhibited by the Dondi family, in the construction of their clocks and machines for spinning silk*", in the middle of the * Muiners and Customs of the Ancient Egyptians, by Sir Gardner Wil- kmaon, F.R.S.. 1837. ^ UiHoire dee Sciences Matliomatiques, par Guillaumo Libri, Vol. I., 1 838. a 4. •"xl PREFACE TO THE ISth century in Italy, and afterwards by Bessoni% De la Hire^ De la Condamine% Grand Jean^ Plumier, and Morin*. The three plates of Bessoni shew the different modes of turning and cutting screws of all sorts of fancy work. De la Hire shews how all sorts of polygons may be made by the lathe, and Condamine shews how a lathe may be made to turn all sorts of irregular figures by means of tracers moved over the surface of models and sculptures, medals, &C, and this is perhaps the first idea of the machine called the Tour a Portrait The work of Plumier enters most extensively into the art of turning, for he shews the construction of the lathe and its difierent parts, the art of making, hardening, tempering, and sharpening tools, the different kinds of motions which may be given to the lathe by means of wheels, excentrics, and models, and the difierent inventions relative to works of art which have been performed by the lathe, among which mav be mentioned the moveable or slide rest In the com- mon rest which supports the tool, the idea of fixing the tool and pushing it in the direction of the parallel bed of the lathe, so as to cause the tool to traverse the work pa- rallel to it, must have been obvious, and as this could have been easily effected by means of the screw and handle, it required little ingenuity to carry out the idea to its fullest extent, by constructing a rest to allow of the slide traversing the horizontal or vertical plane in any direction. The machine described by Plumier is neither more nor less than the slide-rest and planing machine combined: it consists of two parallel bars of wood or iron connected to- gether at both extrt^mities by bolts or keys of sufficient • TKecUnim Mftchinarask 15S!2« ^ MnehiiM^ AppnMiTf«$ p«r rAcmdemie* 1719, * IhKk 1733. ^ MiichiiM>« Ap|iiottTf«« )i«r rAc«de«ue« 1733. C«] Lint or for by bai THIRD EurrioM. •ili vridth to admit of the article required to be plaiied ; a moveable frame being placed between the two bars, and motion being given to it by a long cylindrical thread, is capable of giving motion to any tool which may be put into the sliding frame, and consequently either causing the rew, by means of a handle at each end of it, to push or aw the point or cutting edge of the tool either way. If also motion be given to the tool by means of guides upwards or downwards, it is evident that any kind of reticulated form can be given to the work, as in the machine described by Plumier, which was intended for ornamenting the handles of knives, and which is called by Plumier, Machine ,d mnnvfie de Coutemi d" Angleterre', from its ha^ong been English invention. The Machine d Conneler de- scribed by Bergeron '', a mode of grooving columns, is ])ro- bably derived from the same sowce, from its resemblance to the English machine. We have given a plate and de- acription of Nicolas Eorq's machine in Plate 45 of the present work, and we have a drawing of a similar machine which was used in (Jermany many years back. The origin of the planing mac-hine, in more recent times, is said to hare arisen from the grooving or fluting of the drawing roU- ere used in cotton machines shortly after the introduction of Arkwright's inventions. The patent of Sir Samuel Bentham" in 1793, for various new methods for working WfKxl, metal, and other materials, certainly contemplates the working of tools similarly to the tools employed in the planing macliine. The patent comprehends giving all sorts of motion to tools, and the patent of Joseph Bramah'*, taken out in 1 802, was for machinery for producing ■ See pngce 1.55, 15B, anil Pktes 5+, 5.5, 5fl, Plumier I'Art de Toumer. iFuia, 1754. > Mnroel du Toumeur, Paris, 1816. ' Repcrtorj' of Arte, 1793. Vol. X. • Bq>«irMirf of Aftt, 1802. a 5 ♦xlii PREFACE TO THE straight, parallel, and smooth surfaces and other materials requiring truth, in a manner more expeditious and perfect than can he performed hy the use of axes, screws, planes, and other cutting instruments used hy hand in the usual way. Billingshy% of Birkenshaw, took out a patent in 1802, for horing cylinders in a vertical position, although hori- zontal machines had their advantages. The horing of large cylinders hy horizontal machines had long heen practised hy Smeaton, Wilkinson, Walker, Darhy, and Boulton and Watt, and at Butterley and other great iron works ; hut it was only within the last few years that the vertical horing machines came into use. As respects the introduction of the first planing ma- chines which have heen used during the present century, opinions are at variance. Messrs. Fox, of Derhy, the eminent tool makers, state that the first machine em- ]doyed for this purpose was constructed hy Mr. Fox, senior, in the year 1891, for the purpose of planing the wrought and cast iron hars used in the lace machines. The machine was capaUe of planing an article 10 feet 6 inches in length, 22 inches in width, and 12 inches in depth ; others give the credit of the invention to Man- chester, and we ourselves put in our claim for constructing a planing machine with a moveable bed, urged by an end- less screw and rack, and furnished with a revolving tool, so early as 1820, having several years previously employed the principle for grooving and planing parallel bars. Mr. Bramah, in 1811, employed the revolving cutter to [dano iron. Mr. Clement ^ states that he made a planing machine, for planing the sides of weaving looms and the triangular bars of lathes, previously to 1 820. He afler- wants ixmstruotoit a beautiful machine for planing large and small wv>rk with the sn^^eatest accuracv. The bed « RepertiMnr of Aft^ Vol. lU 1^0^ ^ ieih tad i$di Y«4wuM« ciT a» Ti«MactiQ«s ^ ^^ ant Btnl THIRD EDITION. •xliu ■moTed on rollers, and the tools cut both ways. The beau- tiful work executed by this tool, for Mr. Babbage's'calcu- Uting machine, evinces the perfection of its performance. It is thus by the aid of automatic tools that we are enabled to produce the greatest precision and identity of parts in machinery, which could never before be attained by ma- chines made by hand labour ; and it is hoped that, ere long, the cbisel, the file, and the grindstone will be banished from the factorj-, and that nicety of parts and uniformity and silence of action, blended with the science of construction, will eventually supersede the expensive and imperfect construction of the handicraft system. We might enlarge upon this subject, by detailing the iture and properties of the materials required for tools ; the forging, hardening, and tempering of them ; the velo- cities at which they should be made to move through the difierent materials, such as woimI, iron, brass, copper, and tin. We might ^ve the principles of the action of the different machines employed to produce different effects ' ; but we have exceeded our limits, and it only remains to express our great obligations to the several gentlemen who have so liberally assisted us on the present occasion. To Professor Willis, for bis article on the Teeth of Wheels. To Mr. James Nasmyth, for his Paper on Tools, and his numerous and beautiful drawings of the tools which bear the name of Nasmyth and Gaskell. To the late lamented Mr. I-'rancis Bramah, we owe the original drawing of the first slide rest of his father, in 1794, the work of the late Mr. Maudslay, and it is yet in use ; and also for the drawing of the lathe for turning spheres. To Mr. FairbaJm, for his plate riveting and punching machine, and for his advice and assistance on several occasions. To Mr. Wliiiworlh, for the information we have derived fr«m ' EipcriineiiM of M. Morin, on tie Measures of the Dynamic EtTeeta of MinniU) ttnd Animal Power, and on Machines in general. ♦xliv PREFACE TO THE THIRD EDITION. his various pamphlets on plane metallic surfaces, and on the proper mode of preparing them ;. likewise, on an miiform sys- tem of screw threads '. To Messrs. Fox, for their screw- cutting machine, and other information. To Messrs. Benjamin Hick and Son, of Bolton, for the liberal assist- ance of the drawings for the plates which bear their name ; and we take this opportunity of noticing their ingenious machine for cutting the teeth of the largest sized wheel used in mill-work, and their mandril for holding rings ; their steel belts, as a substitute for leather bands, are used very successfully. To Mr. Francis Lewis, of Manchester, we are equally indebted for the drawings of the different machines, placed by that gentleman at our disposal. To Messrs. Maudslay and Field, for the liberal present of the drawing of their self-acting punching machine, by which accuracy is insured in the heretofore neglected art of boiler- making i it is one among the proofe of the high state of excellence to which those gentlemen have brought the me- chanical arts in this country. A table of references, and an ample description of the different tools, by our assistant, Mr. George Pinchbeck, will, we trust, explain the different details. With respect to the plates, it is suflRcient to state, that they are engraved by Lowry, a name too well known to need further comment. The liberality with which the whole has been got up by its spirited publisher, will, it is trusted, be acceptable to the public. ■ On an Uniform System of Screw Threads. 8vo, 1841. We are indebted to the late Thomas Tredgold for whatever is known of the life of Buchanan. It was furnished by his friends, and though brief, the life of a man of genius is always interesting. Robertson Buchanan was bom on the I4th of July^ 1769, at Glasgow, and was connected by birth with some of its principal citizens. His father was nephew to Neil Buchanan, who, in the year I7G8, represented Glasgow m Parliament j and his mother was daughter of Arthur Robertson, who for many years was chamberlain of that city. Buchanan lost his mother at his birth, and his Enther when he was only fifteen. His father had not been fortunate in business, and the son was left unprovided for, but lie had already shewn some talent for drawing and me- chanics, whifh induced his maternal uncle to place him with a house-carpenter at Glasgow. The genius of Bu- chanan sought its native field in a short time, for we after- wards find him working with a millwright, and subsequently crossing the border for London. After a short time he quitted the metropolis, returned to Glasgow, and com- menced business there as a millwright; in the year 1791 he gave it up to take the management of the new cotton-mill then building at Rothesay in the Isle of Bute. There he invented his pump which is not liable to choke, and for which he obtained a patent in the year 1796. In the same year he wTOte some papers, which were published Repertory of Arts and Manufactures j — one on •xlvi LIPE OF BUCHANAN. the improvement of cattle mills, another on preventing carding machines from injuring the health of those em- ployed to attend on them. He left Bute in the year 1801, much impaired in health by the anxiety of a responsible situation in a losing busi- ness, and returned to London, with a view of deriving some benefit from the pump he had invented ; but in this he never succeeded. He was introduced, however, to Count Rumford and Professor Pictet, by whom his atten- tion was directed to the heating of rooms, and in the year I8O7, he published an "Essay on Warming Build- ings by Steam.** He had previously been engaged in preparing the " Essay on the Teeth of Wheels,** but when a considerable part of it was printed ofi^, an unfortunate oc- currence to the printer and publisher delayed the publica- tion until the year 1808. In the year 1810 he published his work on heating buildings in an improved form, with the title of "Practical and Descriptive Essays on the Economy of Fuel and Management of Heat.** In the year 1814 appeared the Six Essays on Mill Work, which, with that on the Teeth of Wheels, constitute the present work. In the year 181 6 he published a practical essay on pro- pelling vessels by steam, a work fiill of new views and principles in that most important art, and the commence- ment of a new era of civilization in the annals of society at large. He also contributed the articles " Cotton-spinning ** and " Arkwright ** to the Edinburgh Encyclopsedia, besides several papers on less important subjects. He died in the 47th year of his age, at Creech St. Mi- chael, in Somersetshire, on the 22d of July, I8I6. He was a man of amiable character, with a strong sense of religious and moral duty, and was greatly re- spected by all that knew him. His knowledge in mecha- nics was very extensive. He was a close and accu- LIFE OF BUCHANAN. •xlvU rate observer, extremely assiduous in collecting every fact or experiment which came under his notice, and he was unquestionably one of the few practical men who have shewn inclination, or sought leisure, to reason on &cta in general with accuracy and judgment, aad always with a view of rendering the information thus acquired, an avail- able source for unforeseen emergencies. Buchaaan was happy in the choice of popular subjects, and he fully com- pensates for want of system in haadling them by the va- riety and utility of particulars no less interesting than abundant^ whether learned from his predecessors, or de- rived from contemporaries. ANALYTICAL TABLE or THS CONTENTS OF THE WHOLE WORK. Art. Pig» OSNSRAL PbBFACB y Preface to third Edition vii Life of Buchanan *xly ESSAY I. On the teeth of wheels, comprehending pnnciples of their i^plication in practice to mill-work and other machinery. General definitions of wheels and pinions, trundles and teeth, cogs, leaves and staves 1-4 1 Of the line of centres, and the proportionate radii . . 6, 7 2 Of proportional drdes or pitch lines, and real radii • . 8, 9 B CHAPTER I. Of the principles of the confignration of the teeth of wheels — 4 Of the proper formation of the teeth of wheels . . .10 4 Of one wheel conducting another as if they simply touched, or their pitch lines have in every part of their revolution equal velocities II 5 Notes illustrative of peculiar cases, and of the fundamental proposition — 6 Demonstration that the pitch lines have in corresponding places, equal velocities 12 6 Definitions that the epicycloid ^ves the property to wheels whose pitch lines shall have in corresponding places equal velocities 13 7 The generating circle of the epicycloid . . . .14 7 Of the exterior epicycloid 15 8 Of the interior epicycloid 15 8 Girollaries. — 1. Determining the points through which to trace tbe ^ncycloidal curve 10 8 XIV CONTENTS. Alt. 2. The generatbg circle revolTiog within the dicle of its base 17 9 d. The generating circle touching the drcomference of its base 18 10 4. Of the generation of the figure by means of three circles moTeable round their centres only 19 11 5. Mechanical methods of efiecting this by three circles .20 12 6. Mechanical methods by two circles for determining the best figure which can be given to the teeth of wheels, when the pinion shall be a trundle composed of staves . 21 14 Properties of the epicycloid both curious and scientific .22 16 Rules for finding the lengths of epicycloidal curves, and the areas they inclose 28 16 Halley's rule for the area of all cycloids and epicycloids .23 17 CHAPTER II. Of the application of the principles of the configuration of the teeth of wheels 24 18 Practical explanation of the epicycloid curve . • .24 18 Section I. — Of spur gear 25 18 Of the wheel and trundle 26 18 To find the figure of the teeth when the staves are indefi- nitely small 27 19 To find the figures of the teeth of the wheel, when the staves of the trundle are cylinders of a finite diameter . . 28 21 To describe the teeth ^f a wheel for a trundle by means of circular arcs 29 23 Of the wheel and pinion. — To find thefi^re of the teeth and leaves of a wheel and pinion^ when that part of the teeth and leaveSy which lies within their respective proportional circles are straight lines directed to the centres of these circles 80 24 Remarks. — On friction 82 27 On what it depends 83 28 Friction of metal teeth ZZ 29 Friction at the line of centres, and receding from it . .83 30 Rule more general of easier application for describing teeth than that of Camus 34 30 Demonstration that a pinion of 10 leaves may be moved uni- formly by a wheel of 209 teeth 36 32 CONTENTS. A tnindle with less than 8 staves cannot he moTed uniformly hy a wheel with any number of t«etb whatever The qticvcloid necessary on conductors only, whether wboel or pinion ......... Stares prefcr«blo to teeth, if but few in the pinion Advantage of a small trundle over a pinion Wheels of cast iron ....... In sniail trundles of cast iron, toeth are preferable, lim-iiig their a4;ling porta of the figure of a. stave Smple method of describing teeth to resemhle staves for the conducted wheel or pinion ...... Method of calculating the real radius when the wheel is the conductor ^^ Hetbod of calculating the smallest real radius which a wheel ^^L adapted to a tnmdie can have ^^Blethod of calculating the smallest real radius which can be ^H^ given to a wheel adapted to the leaf of a pinion ■ Advantages of long teeth over short ones shown in case of Asctnre and also in friction ...... BnJe to determine [he length of the teeth of wheels . Obaemitions on the preceding rule ..... Of the internal pinion, and the cases in which it may be adopted with advantage ...... IQuatmtian tliat it has less friction than the external one Showing also that upon this principle bevelled wheels have less friction than external spur wheels .... Of the rack and pinion ....... Should be made upon the principles of spur gear ^^■jKgDfe representing the teeth of a rack and pinion fonned ^^B for cases in which great weight is attached to the rock ^^Hcorrect eonatructiou for the rack and pinion ^^^jf cthod of giving durability to the teeth of the rack, and lind- iug the real nidiiis of the pinion ..... Of the farm of the face of tlie teeth of the rack when it im- pels the pinion Sbctioh n. — Of hovel gear ]t> action represented by cones rolling on the surfuce of each other K^rmnu illustrating their motions Kzpbnstions of these revolutious of cones .... XVI CONTENTS. Alt. How the epicycloid, which giTes the teeth of bevel gear, is generated 56 5B Illustration of the spherical epicycloid . ... 56 54 Practical method of laying down the lines necessary to the right construction of boTol gear 57 55 To determine, firstly, the diameter at the pitch line of the wheel; and, secondly, the length and breadth of the teeth 57 56 Mode of drawing the section of the pinion ... 57 57 Specific definitions and illustrations for moving one another uniformly 58 57 1st, When the wheel drives the pinion, having the acting faces of the teeth spherical epicycloids ; 2dly, when the teeth of the pinion are staves, or are formed to act as staves ; ddly, when the face of the tooth is a spherical involute of a circle 58 58 A new and general method of describing these curves for wheels ; spur wheels, racks, &c., being only particular cases of its application 59 58 Developement of the cone teeth upon a plane ... 60 58 Patterns for drawing these teeth 61 59 Rules for regulating the limit of the pitch, and breadth of the teeth 61 60 CHAPTER III. Carnprisififf a series of articks having direct application to mill'tDork^ and the teeth of wheels, — Professor Robison's mode of forming the teeth of spur wheels ... 62 62 Properties of involute teeth in wheel-work ... 63 63 Supplementary observations on the alignments of Professor Robison, Camus, and Dr. Young 64 64 Dr. Young's remarks on the friction of bevel gear wheels, extracted from the 1st vol. of his Natural Philosophy . 65 65 Dr. Young's opinion, by letter to Buchanan, on friction, and the forms best suited for teeth Supplementary definitions of geometrical figures Geometrical constructions of plane figures . Definitions of geometrical figures resumed Definitions of some terms in science and mechanics 66-71 66 72-82 71 82-85 73 85, 86 75 87-91 75 mustmtions of the term power as used in mathematics ; of force — momentum ,..,., 02-97 ^^H Of moclianic&l power ... .93 ^^■IhstiDctioa between the nicsaure of power and the meHsoro ^^P of effect OS ^^GnnmeroUon of works on mi!!- work and mecliaiiics, useful in fitud\iag Buchanan's kboufs 99 CHAPTER IV. i p»ctic&l inquir)' respecting the Btrength and durability of e teeth of wheels used in mill-work .... k On the Htrenglh of the teeth of wheels in relation to the re- islnnce they have to overcome ..... Peneral observobons on the wbecl-work of mills e mcaanrc below which the diameter of wheels ought not f to be reduced ........ piEthods hy wliich a saving of power has been obtained e praedcot limits of a fine pitch, ami also of breadth indpleA of proportioning the teeth of wheels. — PBoroai- Tio» I. Tie ttrenytk of any piece of tivJ>ery or metal, wAose tertian it a reeiangle, i* in direet proportion to the hreadth, omd at the tquare of the depth ..... The strength of tho teeth of wheels moving at the some velo- city and under the same circumstances, is directly in pro- portion to their breadth, and as the square of the thick- ne« PaoPOSiTioir n.—If any force be applied latercdly to a lever or beam, the tirett upon any place, is directly as the force and ittditlancc from that place pKorosiTiON III. — The pitch being the saTne, the ttrets it ij e neloeitt/ bivcrval opphcation of the propoBition by reducing tlie fii'st o the same standard . . . 107 0 be horses" power IO7 d by the greatest number of horses' power ne- » perform the work of assigned trains of ma- chiuciy ScimtiBc Hid practical values of horses' power illustrated . Ueiagutier'B measure ; Smcalon's measure ; James Watt's XVlll CONTENTS. Alt. Number of spindles of cotton t^ist driven by one bone . 109 89 Ditto of cotton mule yam 110 89 Ditto of flax yam Ill 89 Comparison of different estimates of the force of moving powers . • • • • • • .112 89 Immediate force of men and horses vrithout deduction for friction 113 89 Performance of men and horses by machines . . .114 90 Practical methods of calculating this force . . . .115 90 Mechanical power 116 90 Exposition of this power 116 90 Demonstration of the greatest advantage from men and horses when moving with half the velocity they would continue at work were the effective resistance of the ma- chine nothing 117 90 Demonstration of that portion of the mechanical power which is efficient in impelling the machine . . . .117 91 Practical illustrations of the strength of men and horses . 118 91 Strength of a man ascending vertically half the horizontal velocity 118 91 Man will walk d| miles an hour for 10 hours a day . .118 92 His maximum of effect is then If miles an hour, or 2| feet a second 118 93 Quantity of velocity lost in friction = one-fifth . * . maximum of useful effect is 2 feet per second . . . .118 92 Smeaton's comparisons of animal power in man = 31*25 lbs. moving with a velocity of 2 feet per second, or to ^ cubic foot of water raised 2 feet per second ; a cubic foot of water being 62| lbs 118 92 Bricklayers' labourers ascend 9 inches per second . .118 93 Ascent of stairs, &c 118 93 Force of a horse equal to that of 6 men, according to esti- mates; exertion for 8 hours about 2^ feet per second .119 93 Or mechanical power of a horse := 187^ lbs., moving with a velocity of 2| feet per second; or to 3 cubic feet of water raised 2^ feet per second ; the day's work being 8 hours 119 93 Equal to 28,125 lbs. raised 1 foot per minute =: a mean of Smeaton and Watt's estimate 119 94 French and American dynamical measure of power . .119 94 Table of pitches of wheels in actual use in mill-work, exhibit- ^^^^^^M ■ ^ ^^P tng by inspection, the kind of macliine, power, pitch iti ^^P belies, bnaidthoftectli in inches; of the wheel, its number 1 ■ of teeth, revohitions per minute, and diameter; of the 1 ptninn, ita nnmber of teeth, revolutions per minute, dii^ 1 ■ meter; the breadth proportionate to the iiorscs' power ^^^J ^^ft Kod present velocity ; present velocity in feet per second, ^^^fl ^^Psnd brcodtli proportionnte to 10 horses' power at 3 feet ^^^H ^^Bpcr iecand; that is, reducing all the examples to the some ^^^H ^B deoomination 120 95 ^ESxpbnntian of the tuble of wheels in actual use in mill-work 120 95 FfflMerratioiis on the table of wheels in actual uee in mill-work ISI 96 Rnle 1. anil esomple for tlic construction of wheels to equal the horses' power employed in the macliinery . 122 97 Description of six (ablee of pitches 122 98 Table I.— The velocity of the pitch line being 3 feet per •ecottd, and the breadth of the teeth 9 inches . 123 99 Table II. — The velocity being 3 feet per second, and the breadth of the teeth doable each pitch .... 124 99 Table III.— The breiwith of the teeth 8 inches, and velocity 1 1 foct per second 125 100 Table IV. — The velocity being constant, 1 1 feet per second. ond the breadth constant 126 101 Tobic V. — At a velocity of 3 feet per second, the breadth being coustantly B inches 127 101 Table VI.— Velocity at 3 feet, the breadth being double tJie pitch 128 102 Comporisou of these tables 128 102 Ealo II. — For a pitch of 3 inches, with a velocity of 3 feet per second, every inch of breadth being valued at 1 J horses" power 129 102 Braidtli of teeth as made by the best millwrights now seems to be about twice or thrice the pitch .... 130 103 Bobcnon's rule for the teeth of wheels .... 131 103 JEIetnents for the constructian of a table of pitches of wheels 132 104 ^LZtble of pitches of wheels, with the breadth and thicknesa of ^m ^M ^^Lmoring Bt tlie pitch line at the rate of 3 feet, 4 feet, of 6 ^^ ^^nfect, and of 8 feet per second 133 V 1 ^^Kmu! RAberton'e tables of pitches 134 bs 105 ■ K 1 XX CONTENTS. Art. Pa^ Rule by Garmichael for calculating the proportionate Btrength of the teeth of wheels 104 106 Table of pitches by Carmichael, founded on three cases of Roberton 8 and three cases of Buchanan's tables . .134 106 Explanation of the table ; pitch, thickness, breadth, length and strength of the teeth ; horses' power at 3, 6, and 11 feet per second 134 106 Remarks on this table 134 107 Table of pitches computed from the rule of Garmichael, with the breadth and thickness of the teeth, and the correspond- ing strength in horses' power 135 107 Method of determining from first principles the strength pro- per for teeth of wheels, by Tredgold . . . .136 108 Rule for the thickness of cast iron teeth for wheels. — Find the number of horses which are equivalent to the power of the first mover of the train of machinery, and divide that number by the velocity, in feet per second, of the pitch line of the pinion or wheel ; extract the square root of the quotient, and three fourths of this root will be the least thickness of the tooth for the wheel or pinion, in inches 137 109 Rule for the least quantity of pitch for a wheel or pinion with teeth of cast iron. — If the thickness of the teeth of the pinion be intended to be the same as those of the wheel, multiply the thickness above determined by 2*1, the pro- duct will be the pitch required 138 109 Example to illustrate practically the foregoing rule . « 139 110 Of the thickness of wooden teeth 140 110 How to determine the breadth of cast iron teeth, and to as- certain what breadth is essential to strength • . .141 111 Rule for finding the breadth of cast iron teeth . . .142 111 Example illustrative of the rule 142 112 Of the breadth of wooden teeth ; — rule and example . . 143 112 Of the strength of staves for trundles ; — ^rule and practical example 144 113 Table of the radii of wheels from 10 to 300 teeth, the pitch being 2 inches 145 114 Of arranging the numbers of wheel-work .... 146 115 Rule I. For the number of teeth in one pinion, when the wheels drive the pinions 147 116 CONTENTS. XXI Art. Page Rale II. For the some when the pinions drive the wheels . 148 116 Bole III. That the numher of teeth in a wheel should not be divisible by the number of teeth in the pinion without a remainder 149 116 Rule IV. To determine the exact ratio which should obtain between the teeth of the wheel and that of the pinion . 150 117 Of calculating tlie numbers for wheel-work . .151 117 Of adapting the trains of machinery to produce different ve- locities at the working points 151 118 Of the position of the first mover being as near as possible to the resistance 151 118 Example iUustrative of the proportions between the wheels Bud "pinionsj Bud vice versd 152 119 Friction, in the generality of combinations, balances two- thirds of the power appHed 153 120 The resistance to be overcome at the working point expends the remaining third 152 120 Dr. Jamieson's demonstrations of these facts . . Pages 120-123 Examples illustrative of the previous demonstrations, by the same author 154 123 htcdcal observations with regard to the making of patterns for cast iron wheels 155 124 Role for making the length of the teeth equal to the pitch, deducting freedom 155 124 Hafcton on clock-work, his rule 155 125 Of the shrinking of metal in cooling 156 125 IVoportions that have been found to answer in practice fbr cast iron wheels 157 126 Of casting wheels in parts, and oflcrwards bolting the parts together 158 127 Of materials for patterns 159 128 CHAPTER V. Of the use of charts, and some further explanation of tlio con- stmction of the tables of pitches of wheel-work ; showing the horses' power to which the teeth of wheels of certain pttdiesi working under different circumstances, are equal Qmotitiss incraasiiig or decreasing in arithmetical proportion jpcrMsing in geometrical proportion . 160 129 161 129 162 129 163 129 164 130 165 130 166 130 167 131 168 131 XXll CONTENTS. Art. Examples illustrative of these cases, and of laying down such proportions on a chart Method of tracing on a chart accelerating motion Of tracing curves from proportions on such tahles Mechanical method of tracing these curves Various uses of such charts .... Comparative view of the tahles of pitches of wheel- work Table I. — Velocity of the pitch line 3 feet per second, and breadth of the teeth 9 inches, and value of strength in horses' power . . . . . . . . 168 131 Table II. — Velocity 3 feet per second, breadth of the teeth double each pitch, and value of strengtii in horses' power . 168 132 Table III. — Velocity 11 feet per second, breadth of the teeth 8 inches, and value of strength in horses' power . 168 132 Table IV. — Velocity 1 1 feet per second, the breadth double each pitch, and value of strength in horses' power . .168 133 Table V. — Velocity 3 feet per second, breadth of the teeth 8 inches, and value of strength in horses' power . .168 133 Table VI. — Velocity 3 feet per second, breadth double each pitch, and value of strength in horses' power . Reference and example explanatory of Table I. . Reference and example explanatory of Table II. Reference and example explanatory of Table III. Reference and example explanatory of Table IV. Reference and example explanatory of Table V. Reference and example explanatory of Table VI. Explanation of the chart, in regard to the scales representing the line of pitches and horses' power .... Observations on the intersection of the curves . . 17( APPENDIX A. Profesmtr Willis on the Teeth of Wheels, — Investigation of the curves given to the teeth of wheels . . .180 139 Section I. — On the curves adapted to practice *. . . — 139 Instrument to illustrate the curve and furnish a practical so- lution of the problem — 140 Remarks on epicycloid and involute curves . . . — 141 • The numeriod refiarence of 180 applies to the whole of this Appendix, and it is not therafore repeated in these contents. 168 134 169 134 170 135 171 135 172 136 173 136 174 136 175 137 179 137 CONTENTS. XXlll Art Proportions that obtain in epicycloidal teeth Cbroflleirjr.— If for a set of wheels of the same pitch, a con- stant describing drclo be taken, and employed to trace those portions of the teeth which project beyond each pitch line by rolling on the exterior circumference, and those which lie within it by rolling on its interior circum- ference : then any two wheels of this set will work cor- rectly together Application of the proportion to any pair of wheels . Method of settling the proper diameter to be given to the constant describing circle ...... Application of the proportion and corollary to racks . Proofs that this system is more easy of practice for the work- man than the old one ....... Of a form of increased strength Analogous to the wheels of watches when the teeth and pinion leaves are of a saw-tooth form .... Section II. — On a practical approximation to the true form by arcs of circles, and the identity of Professor Willis's method with that of Euler, who first suggested the sub- stitution of an arc of the circle of curvature for the real curve •...•.. Of the Odontagraph, or tooth fashioner * . Tables shewing the place of the centres upon a scale Centres for the teeth within the pitch circle Centres for the teeth outside the pitch circle Table and rule for finding the radius of the wheel Chsometrical construction of wheels . Of teeth working virith trundles or radial flanks On cntters — and the method of obtaining a correct form of tooth by means of the Odontagraph, or tooth modelling mstnuuent ......... Table of equidistant values for cutters .... Table of cutters SlCTiOH III. — Theory of the preceding constructions . Method of describing teeth consisting of a single arc . Method of describing teeth consisting of two arcs of circles Constniction of the Odontagraph or tooth modeller Example shewing how this instrument is connected i^ith the profioiis demonstration Page 142 — 143 — 143 — 144 — 145 — 145 — 14G — 147 148 150 151 151 151 152 153 154 — 155 — 156 — 157 — 157 — 163 — 166 — 168 — 168 * HoUMpiBlj of CSuring Croa, mikei thb iKUtmment XXIV CONTENTS. Alt. Pace Results of calculations for obtaining a principle for the num- ber and arrangement of the wheds selected . . . 180 171 ESSAY II. On the shafts of mills, gudgeons, journals, the kinds of stress to which they are subject, their strength, stiffiiess, and pro- portion — 173 CHAPTER L Introductory remarks on mill-work . . » .181 173 Manner in which this essay is treated .... 181 175 Remarks on the proportion which the diameters of axles ought to have to the stress they are to bear . . 182 170 On the use of cast iron for shafts 183 176 CHAPTER II. General description of shafts — 178 Distinction between shafts and spindles . . . .184 178 Horizontal and Tcrtical shafts 185 178 Materiab of which they are usually made . . . 186 178 Wooden shaft laid in gudgeons 187 178 Wooden shaft ^ith cross^taikd gudgeons . .188 179 Of hoops on shafts 189 179 An improved method of fixing gudgeons invented by Robert Hughes 190 180 Of hollow cast iron shafts 191 181 Cast iron cylindrical shaft, which npiy be variously con- structed according to circumstances .... 192 181 Of the feathered arrow shaft 193 181 Section II. — Of the kinds of stress to which shafts are sub- ject — 182 Of lateral stress and torsion 194 182 Horiiontal shafts liable to lateral stress . .194 182 Upright shafts liable to torsion 194 183 Stress compouudoil of lateral pressure . . .194 183 Roborton's means of avoidiog stress and friciioii 194 183 Kxample to illiHtfate tiieae mmn by an oreidMii CONTENTS. XXV Art. Page wheel, shewing that the stress and friction of the gudgeon must depend, in a great measure, on the size of the toothed wheel attached to the water-wheel, and to the situation of the pinion 195 183 In a single pair of wheels of whatever form or construction, the tendency to hreak or hend the shaft, or cause friction, 18 the same as the action of the teeth on each other . 196 184 In the case of an intervening wheel, the force or tendency to break the shaft depends on the situation of such inter- vening wheel 197 184 A wheel placed betwixt two others, the forces being equal and opposite, removes the strain from the shaft .198 185 Of the place on the shaft on which the wheels are fixed. Example to illustrate this case 199 186 Of the strains upon journals, and placing wheels and pinions, so that their action on each other may be in contrary di- rections; to avoid the strain on the shaft or journals . 200 186 Of lying shafts having the heaviest shaft on the lift of the wheels to take off the friction on the journals . . 201 187 Roberton's observations on the foregoing subjects . . 202 187 By increasing the size both of wheels and pinions, the force, strain and firiction on the shafts and journals are dimi- nished in the same ratio 203 188 ExAMPLB I. — Illustrative of Roberton's views . . 204 190 ExAMPLB II.— Illustrative of the same matter . . . 204 190 In a horse-gin, where the pinion is driven by a toothed wheel on the gin, the friction, or strain on the journals, depends on the situation of the horse beam .... 204 190 In a water-wheel turning machinery, the strain on the shaft and teeth are the same 205 190 Example to illustrate this 205 190 Roberton's judgment of Fenwick's opinion that the most perfect machine is that which operates with the fewest moving parts 206 192 When wheels differ considerably in size, the gudgeon next the nnaller wheel will have to sustain the greater part of tfaeatjesB 207 193 PiMgnro downward on one gudgeon, and upward on another 208 193 When the poaanre at the gudgeon is wholly in a lateral di- 209 193 XXVI CONTENTS. Art. Methods of computing and comparing the pressore in these different cases 209 194 Gasb I. — The power and resistance being at opposite sides of the shaft 209 194 Gasb II. — The power and resistance being at the same side of the shaft 209 194 When the power and the weight are oblique in respect to one another . . 210 195 Methods of operation by the resolution of forces . .210 196 CHAPTER III. Section I. — Of the strength of gudgeons where the stress is produced by lateral pressure only — 197 Of the size and strength of gudgeons . . . .211 197 Pbop. I. — Solid cylinders of the same length have their lateral strength as the cube of their diameters^ for^ in general^ the lateral strength of any pieces of iron or timber^ whose sec^ tions are similar figures^ are as the cubes of the similar sides of the sections 212 197 Strength of gudgeon limited by the strain it will bear, with- out permanent derangement ..... Investigation of a new rule for the strength of gudgeons • Practical rule for finding the diameters of gudgeons . Comparison of the rule that the diameter of the gudgeon should be equal to the cube root supported in cwts. Sbction II. — Of gudgeons of water-wheels Introductory remarks on water-wheels of various weights, and the diameters of the gudgeons in actual use Description of the first table of gudgeons Notes upon empirical rules 210 Table I. — Gudgeons of water-wheels of different materials Observations on the first table of gudgeons Proof that the cube root of the weight in cwts. is nearly equal to the diameter in inches of the gudgeon . .218 203 Rule for finding the diameter of the gudgeon of a water- wheel. — The cube root of the weight of a water-wheel^ in hundredweightSy is nearly equal to the diameter in inches if a oast iron gudgeon sufficiently strong to support such wheel 219 203 Example illustrative of the rule 219 204 213 198 213 198 214 199 214 199 215 200 215 200 216 201 216 201 216 202 217 202 CONTENTS. XXVU Art Fife The weights of OTenhot or bucket water-wheels will be to one another nearly as their circumferences or diameters and breadth 220 204 Rnlc for the diameter of the gudgeons. — For wooden water^ wheds^ mtikiplif the diameter in feet hy the width also in feeti to which add the sgtiare of half of the diameter. The cube root of the sum will be nearly equal to the diameter of the ^tufyeon in inches 220 204 Example illustratiTe of the rule 220 204 Explanation of Table II., of water-wheels . . .221 205 Table II. — Gudgeons of water-wheels . . . .221 205 Sbction III. — Of cast iron gudgeons for various purposes . — - 205 Introductory remarks 222 205 Explanation of the table of cast iron gudgeons . . . 223 206 Table of cast iron gudgeons 223 206 Use of the table shewn by Example I., and also Example II 224 207 Section IV.-— Of malleable and cast iron gudgeons . . — 207 I^ofessor Robison s remarks on the strength of cast and wrought iron 225 207 Buchanan's results of experiments on gudgeons of cast and wrought iron 225 208 Method of finding the diameter which any cast iron gudgeon should have to sustain any given pressure . . . 226 208 Note, — Tredgold 8 experiments on the stiffness of cast and malleable iron 226 208 Distinction between strength and stiffness .... 226 208 Example shewing the method of finding the diameter of a wrought iron gudgeon, having given the lateral pressure aod the diameter of the cast iron gudgeon . . . 226 209 Explanation of a table of cast and wrought iron gudgeons . 226 209 Table of cast and wrought iron gudgeons, shewing their lespective diameters, and the weights they can sustain : the diameters of the cast iron swelling from 1 inch to 11 inches, and the wrought from 1 to 9 inches, and the wei^ts expressed in the cubes of these nmnbers . . 226 210 Use of the table shewn by a practical example . . 227 211 CHAPTER IV. Bmtniom Lf— Of the itrength of journals, when the stress XXTUl CONTENTS. An. Plge arises from torgion and twisting in addition to lateral stress — 212 Horses' power used as the measure for the strain brought on shafts by torsion or twisting 228 212 Buchanan's idea that wrought iron will not remst torsion equal to cast iron 228 212 JVofe.— Definition of a journal 228 212 Section II.— Of proportioning, journals to the stress which they haTe to sustain — 213 Illustrations of the proportion between journals and the stress tiiey have to sustain 229 213 In all cases where the horses' power divided by the revolu- tions per minute produces the same quotient, the sta^ess is the same 229 213 A resistance equal to 50 horses' power making 50 revc^n- tions per minute, produces the same stress as 10 horses' power making 10 revolutions per minute . . . 229 213 Bules for calculating the strength in proportion to the resist- ance 230 214 ExAMPLS I.F— When the horses' power and the revolutions per minute are the same number 230 214 Example II.— To find the diameter of the journal propor- tionate to the velocity 230 215 Description of a table of journals proportionate to d having 420 as a multiplier 231 215 Table of journals, shewing, 1st, the horses' power : 2dly, the revolutions of the journal per minute ; 3dly, the pro- duct of the povirer divided by the revolution of the journal ; 4thly, the proportionate strain on the journal ; and lasdy, the diameter of the journal from observation . 231 216 Observations on the journals of fly-wheel shafts 232 216 And on secondary shafts 232 217 Multipliers for journals of steam-engine fly-wheel shafts 233 217 Example illustrative of the table 233 217 Note. — When Buchanan uses the word journal, he supposes it subject to torsion ; where there is lateral pressure only, and no torsion, he uses the word gudgeon . . 233 217 Rules for calculating the resistance of a journal, or its dia- meter as regards the twisting strain .... 234 217 Rule I.— To find the number of horses' power tiie journal is sufficient to resist 234 218 CONTENTS. XXIX Alt. Page RuLB 11. — To find the diameter of the jotumal in inches . 234 218 Example illasirative of the rules 234 218 General rule for the diameter in inches of the journals . 235 219 Section 1X1^— When the diameter of a joiumal and its re- volutions per minute are giyen, to find the horses' power to which it is equal 236 219 Rule for determining this case 236 219 EzAUPLB I.«»Shewing the horses' power to which the journal is equal 236 219 Example II. — ^When the journal is connected with heavy machinery 236 220 Example III. — The same journal for internal work of the ordinary kind 236 220 CHAPTER V. Section I. — On the hodics of shafts . . . . — 221 Preliminary remarks on the distinction hetweon stiffness and strength 237 221 Shewing that the limit of stiffness is flexure ; and the limit of strength is fracture 237 222 The laws which govern stifihess, and those which determine strength 237 222 Application of those laws 237 222 Of lateral stiffness, and lateral strength .... 238 222 Proposition II. — Any beams of equal length have their lateral d^ness^ ^to bear a load at any point in the length^ as the breadth and cube of the depths and have their latercd strength, as the breadth and square of the depth .... 239 223 Example I. — Illustrative of the comparative stiffness of dif- ferent beams or shafts 239 223 Example II. — Illustrative of the comparative strength of dif- ferent beams 239 224 Pbofosition III. — Any beams of different lengths have their diffness ^ bear a load at any point in the length'] directly as the breadth and the cube of the depth, and inversely as Ike cube of the length, and have their strength directly as the hreadthy and as the square of the depth, and inversely as tketatgik 240 224 Ifate upon this proposition as applied to practical pur- 240 224 XXX CONTENTS. Art. Example I. — To determine the comparatiYe tft^ffnen of beams or shafts of a given length and thickness . . 240 225 ExAMPLB II. — To determine the comparatiye sbreng^ of beams or shafts of a given length and thickness . 240 225 PaoposiTiON IV. — SuppoHng a tube^ indefinitefy t&tft, to be expanded into a similar tube of a greater diameter y but of equal lengths, the quantity of matter remaining the same^ the STiFFNSss will be inereasedy in the ratio of the square of the diameter,, and the stbbnoth in the ratio of the diameter 241 226 Example I. — ^With a given length and thickness to deter- mine the comparative stiffness of cylindrical beams or shafts 241 226 Example II.— To determine the comparative strength of cylindrical beams of a given length and thickness . . 241 227 The strength of shafts is increased in proportion to the areas of their ends and diameters 242 227 Professor Robison's remarks on cylindrical beams 243 227 Galileo's observations on cylindrical hollow bodies . . 243 228 Section II.— Of lateral stress — 228 Definitions and explanations of the terms stress and strain^ and of lateral stress in particular 244 228 Proposition V. — The stress on a beam arising from one weight hung upon t^ is proportional to the rectangle of the parts of the beam^ and is greatest when the load is laid on the middle of the beam 245 229 Definition of the rectangle of the parts .... 245 229 Illustration of the proposition 246 229 Of shafts loaded in the middle 247 229 Of the load united in the centre of gravity . . . 248 229 Every shaft should be able to resist the strain excited at that centre 249 230 Shafb subjected to lateral stress should swell in the middle . 250 230 Shafts of the form of a cubical or semicubical parabola . 251 230 Section III. — Of torsion — 231 Proposition VI. — In general the strength of a cylinder or solid axle by which it resists being wrenched asunder by twisting is as the cube of its diameter .... 252 231 Of hollow axles 253 231 Method of estimating their strength 253 231 The superiority of strength of hollow tubes over solid CONTENTS. XXXI Art. Pace cylinders is mucli greater in resisting torsion than trans- Terse or lateral stress 254 232 Notes and illustrations shewing the general ratio that ohtoins between the strength of a solid cylinder, and that of a tube containing the same quantity of matter . . . 254 232 Professor Bobison's observations on the adhesion of the fibres in wood, and the molecules of metal in iron shafts . 254 233 Of the excess of force in lateral stress and twisting — or when one of these forces exceeds the other .... 255 233 How to measure the resistance of a lateral stress . . 255 234 One hundredth part of an inch the quantity of flexure that may be allowed without sensibly affecting the regularity of motion in a shaft 255 234 Method of calculating the stress when referred to the middle of a cast iron shaft 255 234 Circumstances when the diameter of the shaft must bo de- termined by the rule for lateral stress, and when by the rule for torsion 256 234 Practical illustrations, shewing that the bodies of shafts need not be greater than tihe journals 256 235 Section IV. — Application of the foregoing laws practically, with r^ard to the proportions of shafts ... — 235 Preliminary observations regarding the stress upon gudgeons or journals 257 235 Construction of water-wheels without shafts, the gudgeons being fixed to the arms at each side of the wheel . .258 236 Practical example at Cartside mill, in the Note ... — 237 Cast iron shafts. — Ist. Shaft 8 feet long, with gudgeons of 4 inches, is weakest in the middle ; but 5 inches in the mid- dle, it would be as strong as one of 4 feet long, and 4 inches in the middle 259 237 Of the stiffness of this shaft =: that of one 6 feet long, and 4 inches throughout 259 237 2nd. When the point of greatest lateral pressure is 2 feet from one end 260 237 From the properties of the lever, the gudgeon next the point of greatest pressure has three-fourths of the whole to sustain 260 238 Bxamples illostrative of these cases, and of the strength and •tiflbesB when the shaft is reduced to a given section, in order to enable the millwright to judge how the shafts dMmld amil at the place of the greatest stress . 260 238 -.J XXXll CONTENTS. Art. P^ A cylinder is stiffer than any figure that can be inscribed within it 261 239 Rules for computing the diameters of different forms of cast iron shafts to resist lateral stress 261 239 Istly. If the stress be in the middle, the fourth root of half the stress in cwts. multiplied by the square root of the length in feet, is equal to the diameter in inches . . 261 239 2dly. If a cylindrical shaft has no other lateral weight to sustain but its own weight, multiply the cube of the length by *007, and the square root of ibis product is the diameter in inches 262 239 This rule enables us to include the effect of the weight of the shaft itself. Hence, a table of shafts of cast iron to resist lateral pressure ; shewing, Istly, the length of the shaft; 2dly, its diameter in inches when it bears only its own weight ; ddly, its diameter in inches when the stress is equal to its own weight; 4thly, its diameter in indies when the stress is double its own weight ; 5thly, its diameter in inches when the stress is three times its own wraght ; and lastly, when the stress is four times its own weight . • 263 240 Of hollow cylindrical shafts of cast iron^F— The cube of the length in feet multiplied by *009, and also by the number of times the weight of the shaft is contained in the stress, then the square root of this product is the diameter in mchee 264 240 Table of hollow shafts of cast iron to resist lateral stress, ex- hibiting, Istly, the length from 4 to 16 feet; 2dly, the ex- terior and interior diameter in indies, when the stress is four times the weight of the diaft ; ddly, the same dimen- sions when the stress is six times the weight of the diaft; 4thly« when the stress is eight times the weight of the shaft ; and StUy, when it is tm timea the wei^t of the diaft 265 241 Of wrought iron dudb to rcdst lateral stress . 266 241 Of wooden sludb of oak to hare the same stroigih with cmst iron shafW fite udchce square 267 242 Of the comparatiTe stiftMca of good oak sludb as compared to thoeo made of iron 268 242 Example lo ilhislnile the fdatire propottioii of an oak to a c«sl in^ shaft 269 242 Of the slilbMt of iW or ysUew fir as coHfttRa to casl iron 270 843 CONTENTS. XXXlll Art. Pnge Remarks on the foregoing data and examples . .271 243 Phurtical case, showing the possibility of failure when excess of strength seemed to obtain ..... 272 243 Hollow cylindrical shafts equal in size throughout . .273 243 Of shafts subject to torsion, especially those made of wood 274 243 Practical case given by Buchanan, wherein the shaft was only equal in strength to the gudgeon 274 244 Of cross-tailed gudgeons of wooden shafts . . .274 244 Of cylindrical shafts of cast iron to resist torsion . 275 244 Table of cylindrical shafts of cast iron to resist torsion ; com- prising, 1st, their diameter in inches ; 2dly, the number of revolutions from 5 to 50, under a given horses' power . 276 245 Application of the table to other cases in which the shafts are either hollow or solid cylinders . . . .277 246 Bemark upon vertical and horizontal shafts loaded with wheels 278 246 Example illustrating the foregoing table .... 278 246 Of a shaft of cast iron, when the number of revolutions is 20 per minute, and the power of the first mover equal to 18 horses 279 246 Of an oak abaft, and the method of determining its diameter when the number of revolutions is 40 ; horses' power 18 . 279 246 When fir is used for a shaft, its diameter should be 2*06 times that of one of cast iron to do the same work . .281 247 EzAJCPLB. — Power, 7 horses; turns, 11| per minute; to find the diameter == 5-8 inches, being of cast iron, or 11 inches if of fir 281 247 Allowance should be made in fir shafts to resist torsion, when the abaft has to sustain both lateral strength and torsion . 281 247 EzAicPLXS — ^illustrative of the sum of the straining forces for acjlindrical shaft of cast iron to determine their diameter 281 247 Ofthe patterns of cast iron shafts 283 247 Of the dimensions of shafts subject to torsion . . 284 248 Ofthe diameters of jonmals, and a table of shafts of cast and malleable iron 284 249 APPENDIX. CohMm itrangth of different metals 285 250 itrangth of different woods 285 251 of fiweigiierBy philosophers, and engmeers on the c 287 254 287 254 287 254 288 255 288 259 289 259 XXXIV CONTENTS. Art. Strength of materials. — Table of MnsdienbroSk's ex- periments on the strength of materials • • . • 285 252 Emerson's table of the load which may be safely suspended to an inch square of various materials . . • • 285 253 Banks takes iron to be 4 times as strong as oak, and 5| times as strong as deal or fir 286 253 Results of yarious authors on the cohesiye strength of ma- terials Strength of materials in resisting compression • ^ Iron more liable than wood to accidental imperfections Table of the experiments of Brown, Buffon, Muschenbro^k, Perronet, Rondelet, Morveau, Rennie, Rumford, Tredgold, Telford, Sickingen, from the Philosophical Magazine Remarks upon this table, the most extensiye of its kind Experiments on alloys of the metals 289 Copper and tin, by Muschenbroek ; gun metal and brass, by Rennie ; English tin and lead, Muschenbroek ; Banca tin and antimony, by the same ; Banca tin and bismuth, by the same ; Banca tin and Indian sine, by the same ; Eng- lish tin and zinc, by the same ; English tin and antimony, by the same ; Dutch lead and bismuth, by the same • 289 260 Observations on the composition of these alloys . . . 289 261 Authorities for the cohesive force of woods of various kinds, are Tredgold, Muschenbroek, and Barlow . . . 289 261 ESSAY III. On the construction and durability of the longitudinal con- nexions of shafts, denominated couplings ... — 262 Preface.— Different methods employed in coupling shafts . — 262 Remarks on the fallacies of some eminent men in applica- tions of favourite theories — 264 Dr. Robison's strictures on the blimders of practical men who disregard entirely scientific knowledge . . . . -i- 265 CHAPTER I. On the longitudinal connexions of shafts, denominated cou- plings 290 266 Class I. — Of couplings with two bearings . . . 291 266 Coupling I.^^f the square coupling .... 292 267 Of the oblong coupling 292 ^67 CONTENTS. XXXV Art. Page Remarks on these coupliDgs, and on the imperfection called Ali/i 293 268 Coupling of rollers as mules 293 268 Couplings with donhle hearings, how made . .294 268 Coupling II. — Of the round coupling .... 295 268 Oheervations on the effects of round coupling . . 296 269 CovPLiNe III. — Of clutches or glands, having douhle hear- ings 297 269 OhservationB on glands or couplings for douhle hearings 298 269 Methods of adjusting the arms and points of glands . 299 270 Coupling IV. — Of the horing mill clutch ; first construction 300 270 Oheervations relating to the application of this coupling to slow work 301 271 Coupling V. — Second construction of the horing mill clutch 303 271 Observatioiis showing this to he a stronger and hotter clutch 304,305 272 Coupling VI. — Having two round plates that serve to engage theahafls 306 272 Ohservations to show the durahility of this clutch, or species ofglands 307 272 Naie^ upon making the circular heads toothed ... — 272 Coupling VII.— Boulton and Watt's coupling link • . 308 273 Ohservadons showing the durahility of this coupling, and that the axes move without twisting .... 309 273 Of the length of the crank 309 273 Coupling VIII. — For conveying motion to a fly wheel . 310 273 Observations on the durahility of this coupling, and its ap- plicalnlity to thrashing mills 311 274 OufKBAL Obsbbvations. — Firstly, on friction, and couplings with one bearing 312 274 Secondly, when heavy drums or wheels are placed near the ends of the shaAs, two hearings must he used . . .313 275 CHAPTER II. CSlajm IIh— Of couplings having one hearing ... — 276 Smxion L— Hook's universal joint 314 276 Rojperiy of lihe universal joint for communicating angular aotkn 315 276 lb i1iwilwntig,n of the universal joint .316 277 e 2 XXXVl CONTENTS. Art. P«ce Couplings described in Chapter I. may be converted into couplings haying one bearing . . . . .317 277 Coupling IX. — The square coupling . . . .318 277 Observations showing the efficiency of this coupling in con- veying motion through a great length of shafts . .319 277 This coupling liable to lifting or straining . . . .319 278 Mules, having only one bearing 320 278 Accuracy required in mtde and throstle rollers . . . 320 278 Notes, — Samuel Crompton, the inventor of the mule ; Ark- wright's patent for preparing cotton by machinery ; inven- tion of the throstle — 278 Coupling X.— Of the round coupling, having only one bearing 321 279 Observations on round coupling 322 279 Coupling XI. — With a scarfed joint .... 323 279 Observations on this contrivance, showing that it has all the defects of a solid shaft 324 279 Coupling XII.— A variety of Coupling XI. . . . 325 280 Coupling XIII. — Another modification of Coupling XL, having one shaft firmly fixed to the other by flanches and bolts 326 280 Coupling XIV. — Has the bearing and the joint of the coupling at the same parts of the shaft, the ends of which are quadrants 327 280 Observations showing this coupling to be attended with ' trouble and expense 328 280 Coupling XV. consisting of three distinct parts which join into one another ; is well explained in the plate . . 329 281 Observations on the first cost' of this coupling, or universal joint, showing its excellency 330 281 Coupling XVI. a contrivance executed in Buchanan's time at Manchester 331 282 Observations showing that the principles of this coupling agree with those of the square coupling .... 332 282 Advantages of this coupling 333 282 Coupling XVII. as used extensively at Glasgow . . 334 282 Observations on the advantages of this kind of coupling . 335 283 Section II. — Of the couplings of upright shafts ... — 283 Square coupling applied to these shafts .... 336 283 Coupling XVIII. is described by the diagram in the plate 337 283 CONTENTS. XXXVll * Art. Pa^ie Coupling XIX.-- This also is well described by the diagram in the plate 338 284 Obserrations on this kind of coupling, as for light work, especially flour mills, and connecting the feeder with the stone-spindle 339 284 Coupling XX. — This also is explained by the diagram in the plate 340 284 Obsenrations showing this a good and simple mode of coupling upright shafts 341 284 CHAPTER III. GsNERAL Observations — 285 The laiger the parts of couplings can be made, so much the better 342 285 The further the point of stress is from the axis, the couplings will be more durable ....... 343 285 Ezemplificatioiu>f this in the handspike, capstan bar, or simi- UirleTer 343 285 Practical illustrations of the correctness of these observations in point of durability 344 285 In along line of shafts, the couplings, where there is only one bearing, should be so arranged that the unsupported end of the shaft should be as far as possible from the part subject to lateral pressure ; illustrated by diagram . . 345 28 G Oiling of couplings renders them more durable . . . 346 286 Fly wheel often used in a long line of couplings . . 347 286 Table representing the dimensions, stress, and durability of ooapHngs, in nine cases of facts ; combining the resistance in horses' power, the revolutions per minute, the number of years' work, the side of the square in inches, the length of the box, and the comparative stress .... 348 287 Obsbbvations. — I. On the durability of these couplings . 349 288 II. CSrcmnstances affecting their durability . . .350 288 III. Standard of power and strength .351 288 lY. Vdod^ affects the durability 352 280 V. daasification of couplings with respect to durability . 353 289 BvpFunmrTABT Obsbbvations. — I. On the durability of eoiiidings 354 289 IL Thar durability depends mainly on accuracy of work- nmhip 355 289 nL Jhmnrj of dmvlnlity deduced from construction . 356 289 XXXviii CONTENTS, An. ESSAY IV. On the methoils of disengaging and re-^engaging machinery while in motion -— 291 Intboduction. — Plan followed in this Essay ... — 291 Methods of disengaging shafts 357 292 Of the vU inertia of matter 358 292 Note. — Dr. Young's definition of this term ... — 292 Inertia simply indicates that matter never changes its state, unless there be a change in the power or powers acting upon it 359 293 Note. — Newton's definition of vis inertia .... — 293 lUustration of the strength of machinery by throwing a wheel into gear 360 294 Division of the subject — engaging and disengaging ma- chineiy — into two parts 361 294 I. Of methods used when motion is communicated by means of bands, belts or chains. II . Of methods when motion is communicated by means of wheel-work . . . 361 294 Method I. — The sliding pulley, Fig. 1, an old contrivance; description of ; engraving and plate .... 362 294 Observations relating to the application of this contrivance to cotton carding machines 363 295 Method II. — The bayonet, Fig. 2 ; full description of this invention 364 295 Note, — Pointing out some of the many ways of making and appKing this contrivance — 296 Observations showing the superiority of the bayonet to the sliding pulley 365 296 Method III. — Of the lock pulley; description of this in- vention, and how it unlocks and disengages the pulley . 366 297 Observations showing that this invention has never been much adopted 367 297 Method IV. — The fast and loose pulley; description of this invention 368 297 Observations on the belts used in machinery running over pulleys 369 298 The fast and loose pulley remarkable for simplicity . • 370 298 Its application in cotton mills is now general . . . 370 298 Method V. — ^Description of this method— or sack tackle 371 298 Observatioiit on the sack-tackle 372 299 CONTENTS. XXXIX Art. Sbctior II.— Of the metliods used when motion is oonyeyed hy means of wheel-work 373 299 Of throwing a wheel into gear 373 299 MiTHOD Vh — ^DisengBging and re-engagiDg wheels by means ofbridgea 374 299 Obaervationa on this mode of disengaging wheels 375 300 MiTHOD YII. — ^Wheel with sliding clutch, which may be en- gaged or disengaged at pleasure, described and illustrated 376 300 Obaervationa on its utility 377 301 Mbthob VIIL— The friction clutch .... 378 301 Observations. — ^Applicability of this contrivance to the largest machinery 379 302 MsTHOD IX. — The friction cones 380 302 Observations. — ^Application of these cones to sack-tackle 381 303 MsTHOD X.^- Wheels acting by friction .... 382 303 Obeervations. — Used with good effect in machinery for raismgcoal 383 303 Mbthod XI. — Tackle for raising sacks in a brewhouse 384 304 Observations on the ingenuity of this invention . . . 385 304 IfXTHOD XII. — Self disengaging coupling— figure represent- ing the coupling as disengaged 386 304 il^.^-IUustration of this method founded on Coulomb's ex- periments 386 304 Observations.— This coupling very useful when turning lathes are driven by wheel-work 387 305 Jfoie.'-^On the comparative merits of wheels 387 305 ESSAY V. On mechanism for equalizing the motion of mills, denomi- nated lifi tenters, engine governors, and water-wheel go- ynmon — 307 IlTTBODUcnoN. — Showing that this essay relates to machinery not leas curious in its construction than useful in practice.' Of the steam-engine governor, and throttle-valve described . JVoCstd— Descriptive of the throttle- valve .... SaonON h — The steam-engine governor — its particular cou- ■tnietioii ........ Opention d the governor and throttle-valve Fopokr dewription of the whole apparatus ▼HmUmm of (he pendulum — 307 388 308 388 308 389 308 390 309 391 309 392 310 xl CONTENTS. Art. Of the lengths of pendulums and oscillations in one minute of time 393 310 Example showing how to find the lengths of pendulums . 394 310 Section I. — Of the windmill lift-tenter .... 395 311 First construction of lift-tenters for windmiUs . . . 396 311 Second construction of lift^tenters, drawn at Liyerpool . 397 312 Section III. — Of governors applied to water-wheels, and made on various constructions 398 312 First construction of the water-wheel governor . . . 399 313 Method of lifting a wheel out of gear when a mill is stopped . . 400 315 Second construction of a water-wheel governor . . .401 315 Third construction of a water-wheel governor . . . 402 315 Ohservation shewing that wheel-work is preferahle to hands and pulleys 402 316 Fourth construction of the water- wheel governor . . 403 316 Fifth construction of the water-wheel governor . . . 404 317 Appendix on the velocity of water-wheels . . . — 318 Difficulty of finding a law of universal application for giving different degrees of velocity to water-mills . . . 405 318 Experiments on the Rothesay Mills, hy Buchanan . . 406 319 Methods of ascertaining the proportional quantities of water used hy the old mill 407 320 Smeaton and Buchanan's experiments compared . . 408 321 Buchanan's experiments are consistent with the experiments of Smeaton 409 321 Roherton's observations on Buchanan's and Banks's experi- ments 410 322 Illustration of these remarks 410 323 Roherton's remarks on overshot wheels, and comparative value of work and water used in performing that work . 411 325 On overshot wheels. — The two principal elements to be considered in the theory of wheels . . . .412 326 On the proportion of the radius of the wheel to the height of the fall 412 326 Demonstration of this proportion 412 326 Important practical rule or maxim deduced therefrom 412 327 Method of finding the effective height of the fall and radius of the wheel 412 327 Of the velocity of the circumference of the wheel to pro- duce a maximum of dTect 413 328 CONTENTS. xli Art. Page Friction eqaal to two thirds the moving power — the velocity of the drcumference of an overshot wheels in feet per second, should he 2*67 times tiie square root of the whole height of the M in feet 413 329 To determine the part of the fall which wiU give the water the same velocity as the wheel 413 329 Comparison of these results with the experiments of Smeaton 413 329 On compntiBg the power of overshot water-wheels . • 414 330 Equation for the effective force of the water . . .414 330 Ditto for the mechanical power 414 330 When the wheel is supplied at the summit, the power is equal to half the weight of water supplied to the wheel . 414 330 Comparative power of overshot and hreast wheels . .414 331 Two points of view under which tiie power of a water- wheel must he considered 414 331 Method of estimating the horses' power which any water- wheel may have 415 331 Examples shewing the horses' power in overshot and hreast wheels 415 332 And also the effective force when the water flows on either at the summit or the level of the axis .... 416 332 Of the power of hreast wheels 417 332 Smeaton's comparison of the mechanical power of an imder- shot and overshot wheel 417 332 ESSAY VI. On changing the velocity of machinery while in motion . — 334 Intboduction. — Division of machinery into mill-work and smaller machinery. — The mechanism descrihed in this Essay helongs to the latter class -* 334 SicnON I. — Of turning lathe friction, and of helts of the same length working on opposite pulleys . . .419 335 Ohaervations on the series of truncated cones, &c., in this contrivance 420 335 Of alteniate cones, or one cone giving motion to another . 421 336 Ofaaermtion on this piece of mechanism .... 422 336 Allentioii of velocity hy wheels moving one another hy findion 423 336 Ohiii f alkim on the pecoliar use of these wheels or cones . 424 337 xUi CONTENTS. An. Pv Sbotion n. — Moles, well adiqrted for apiiudng all kind* of «/» 4S5 337 James Crompton, the inyentor of die mule . *S5 337 Williun Kelly of Lanark's patent 425 338 Velocity of spindles called doable speed . . ■ • 4S5 338 Contrivances to show the progress of improTemcnt in this species of machinejj, and hence the first constnictioii for donble speed *»6 338 Obscnalions on this conatnction **7 338 Beeond construction for donble speed . . . ■ 438 889 ObsorvtitioiiB on this construction *^9 840 Third construction for douUe speed *30 340 Obsemtioiis on this ooMtruction ^1 . ^1 ESSAY VII. On the fisming of mill-woik ^ 34i pRBPACB— relating to the moving parts of machinery . — 342 SxoTiON I.— Pecnliaritiea of framing of mill-work . . 433 342 Causes which subject it to speedy decay .... 433 343 Qualides which miU-work shonld poeseea to make it dnraUe, alrmgA, sfj^uss, aitd mJuiHf 433 343 Construction should he such that any particnlar part may be repaired or renewed with the least possble derangement to the other parts 434 343 Of repkeing dufts 435 343 Fiiotion diminished by the elastic powv id madunety 436 344 Sktiok II. — Of the bearings of shafts .... 437 344 Of steps, bushes, bnaata, pillow hloeka, plumber hloc^ pe- dsatals 437 844 The subslancee nasd fo pilktwa 438 844 iB^woTtueiits by Mr. Hnrray, of Leeds .... 438 345 Mstkods adopts^ by Oe Shd&eM griadcn in the oso of tborotiat 438 845 A'stw upon nesal and wooden pillows .... — 345 Of the teims of Mi^w, anj of npngbt Aafb — first mode . 439 346 Seeondmode 440 346 Om«« in wUn^ tbe 1^101 and step do Mt awver w«U . 44t 347 TW <|y.fi>nn«d |«i«t 44S 347 BiMwab's Mod* t«f nuMSf fawit* in a iaid Vr wiaai of a . 443 347 CONTENTS. Xllii Art. Page Breasts and bnshes 444 347 Fnnnels and spindles 445 847 Sktion III. — Of wooden framing — 848 Headstock framing 446 848 Fimming for lying shafts 447 848 Methods of framing the parts, and suspending the shafts from a ceiling 448 849 Of the framing of upright shafts— of screws and wedges . 449 849 Of the framing of upright and lying shafts, connected by be- Telled wheels 450 849 Bridge supported by doves 451 849 Respecting the decay of timber, and the means of prevent- ing that decay 452 849 Sbction IV. — Of cast iron framing 458 850 The resistance of cast iron to compression . . . 458 850 Remarks on the uniform strength of cast iron . . 454 851 Of the strength of cast iron beams 455 851 Illustrations of sections of cast iron beams . . . 456 851 Limit of atrength \» fracture^ oi stiffness \s flexure . 456 851 Of feathered cast iron framing 457 852 Methods of making cast iron framing to imitate wooden framing 457 852 Of wood and iron bridges for sustaining shafts . . .458 Z5Z Hollow cylinder applicable in many cases .... 459 ^5Z Headstock of cast iron 460 Z5Z Various modes of suspending shafts from ceilings . .461 S5Z Bleaching machine called squeezers . . . . . 462 853 Description of these squeezers 462 253 ESSAY VIII. Ctoometrical and practical method for finding the centres of gravity of mill- wheels; illustrated by examples, in which two, three, and four wheels compose the system upon one and the same shaft — 354 Method of finding the centre of gravity of two bodies . 463 354 Geometrical construction of this method — showing that the centre of gravity is known in terms of the masses . . 468 854 Flncticd BxHen^^MuUipli/ either body by the whde distance be- iweem Anreemiru: divide the product by the sum of the 1/ Cl# fmHetU witt be the distance from the centre of Xliv CONTENTS. Art. gravity of that body opposite to the one by which the whole distance is multiplied 464 356 Example to illustrate the rule 464 356 Analytical investigation when the weight of the shaft is in- cluded 465 356 Practical Rule. — To twice the weight of either hody^ add the whole weight of the lever or connecting har^ and mtdtiplg the sum by the central distance ; then divide the product by twice the mass compounded of the bodies and the bar, and the quotient wiU be the distance of the centre of gravity from that body opposite to the one whose double is employed in the first step of the operation 466 357 Example I. — To iUustrate the rule, and shew the positions of the wheels relating to the common centre of gravity of the shaft 466 357 ExAMPLB lid — Bodies of unequal weight at the ends of the shafts, to find common centre of gravity . . . 466 357 Of three bodies connected by an inflexible bar . . . 467 358 Demonstration of their common centre of gravity . . 467 358 Practical rule derived irom the demonstration . . . 468 358 Example showing how to find the common centre of gravity of three bodies 468 358 Dr. Jamieson's method of verifying these results in his Me- chanics for Practical Men 469 359 The cases of utility consistent with this theorem . . 470 360 Example to illustrate the position of an intermediate wheel, or that the whole weight may be on the middle of the shaft 470 360 When the distance is known or limited by situation, and the common centre of gravity must fiedl at the middle of that system 471 361 Example to illustrate this case, there being 3 wheels of im- equal weights to be supported by a girder placed at the common centre of gravity of the system . . . 472 362 Verification of the result now obtained .... 473 363 When the weight of the axle of the wheels is given . . 474 363 Example of 3 wheels of imequal weights on a shaft, and it is required to find the common centre of gravity for a support 474 364 Of the centre of gravity of four or more bodies situate in the same right line • ... • • . • 475 365 Dcmonstntioa of lliis ciue, wliicb is but an cxtcasion of tbe fonner ......... 475 —MuUiplg llie maffnitttdt or density of tach body by Us Tttlive diitance from the htginning of the tyttem, and ' divide the turn of ike products by the. turn of lie bodies for lie diilajiee of the centre of gravity sought . . . 476 EiAMPLK I. — Of four bodies on the some shaft, and it is required to find their coraraon centre of support . . 476 Geometrical construutioD, to shew the example or similar examples may be worked mechanically . . . 477 Example II. — Sliewing the exact distance of each of four nbecls from the common centre of grarity . . . 477 Of the centres of gravity of cones, and of a conic frustnm . 479 Rule. — To the sum of the squares of the rmlii of tite two ends add their prodari, then multiply the sum liy 4, and reserve the remit for a dicisor. — To three tivitt tite tquare of the radius ^^ ef the greater emf, add the square of the radius of the less ^^L end, together vith twice the product of the radii, and mul- ^^P liply the sum by the height of the frustum for a dividend. ^^B — Then, divide the dividend by the reserved divisor, and the piotienl will express the distance betieeen the centre of magnitude of the lees end, and the centre of gravity of the frustum 476 Of die centre of gmvity of the Burface of a cylinder . . 478 Of the centre of gravity of a circular arc ... 478 Of tbe centre of gravity of a parabola, Bemiparabolo, and paiabobc conoid ........ 478 I Table of numbers, sqnares, cubes, square roots, and cabe ^H KWU 479 ^1 APPENDIX B. Remarks on the introduction of the slide principle in tools and machines employed in tbe production of moctiinery, by James Nosmytb 480 icwing tbe increased perfection of the workmanship ; ma- I nnal dexterity could not bavc effected those productions . 481 'egeometrioal figures; \iie line, pUme, circle, cylinder, aoA sphere 482 xlvi CONTENTS. Alt. Page The dexterity of the hand and eye of the workman . 483 394 Mechanical contriyances for holdingy applying^ and dvreding the motions of a cutting tool 484 395 Accession of power hy the slide rest principle ... — 396 Comparison of this power to that of the steam engme itself . 486 397 Hhistration of the figures in the turning lathe . . . 487 398 niustration of the slide rest principle. — Fig. 1 representing the system of hand turning hefore the introduction of the rest 488 398 Tool holted firmly to the rest, which slides along at the com- mand of the machinist, illustrated hy Fig. 2. . . 489 399 Method of communicating motion by the hand of the work- man, or by the introduction of the self-acting principle, explained in Fig. 3 489 399 Application of this operation where neither the hand nor the eye of the workman can be used 490 401 The mechanical means of operating on the most ddicate or most ponderous masses of matter by means of the slide rest, are the results of the late Henry Maudsky's enthu- siastic devotion to mechanical science .... 491 401 Application of the slide rest to other important processes in constructiye science 492 402 The planing machine explained : it enables workmen to pro- duce improved tools 494-496 403, 404 Figure 4 represents the general arrangement of parts exist- ing in the planing machine 497-501 404-407 To the slide rest we are indebted for the planing machine . 500 406 Also in the screw-cutting machine we have simply a slide rest This is illustrated by Fig. 5 501 406 Again, in the case of the wheel-cutting machine we have the slide rest in full existence, as is shewn in Fig. 6. . 502-^04 407-410 Observations respecting the fbnn of tools employed for turn- ing and planing iron, brass, &c«, together with remarks on the hardening and tempering of such tools 505 410 Disgimms illustrating the fbius of tools for planing, or shaving metal, &e. — 411 F^. I. Stfongth, but not acuteness -^ 413 Fig. 8. Acuteness, but not sUrfo^ — 413 F^. 3. Aoutenoss and strc^ngth — 413 Good therefore for pbnittg and laming .... — 414 lUustratien applied to the use of the joiner's plane — 415 CONTENTS. Xlvii An. Page Abo in the fonns of drilk 505 416 Explanation of a tool gauge, to ascertain whether any tool be ground or formed to the proper angle . . . _ 417 This gauge will answer for every kind of planing or turning tool whatever Oeneral explanation of the plates 418-469 Ihdbz ..,•.. .... 471 ON THE TEETH OF WHEELS, ESSAY I. PREFACE. Led from situation, as well as curiosity, to attend ver}^ mi- nutely to some parts of practical mechanics, one of the ob- jects which early attracted the notice of the author of the following short Essay, was the figure of the Teeth of \^Tieels. He observed, that, in forming these teeth, workmen followed rules for which they could assign no sa- tisfectory reason. Nor did he then find in books the in- formation he wanted : the subject seemed to him to require a detail and simplification, which no English writer, with whom he was acquainted, had given it. Afterwards, in- deed, he found that some French mathematicians had treated it with much attention. But their works, though sufficiently clear to those who have studied mathematics, are too abstract to be of general utility. In the following Essay, therefore, such an elucidation of the subject has been attempted, as might render it plain to the operative mechanic — an object, which will appear the more import- ant, the more we consider the great variety of useful pur- poses to which wheel-work is applied. d 1 PREFACE. QeSSAY I. De La Hire and Camus are the two French writers, who have treated most extensively this branch of mechan- ics.— From the work of the latter, who has written more accurately, and more fully, the author has borrowed largely ; nor has he scrupled to take from others, whatever he found to suit his purpose, and to make the fullest use of the communications of his friends. Of the methods followed, it will be sufficient to remark, that the subject naturally suggested these two general di- visions— First, the Principles of the Configuration of the Teeth of Wheels : — Secondly, the application of these to practice. The first chapter contains the Principles — the second, their Application, with certain modifications — 1st, to Spur GeaVy under which arc comprehended the Wlieel and Trundle ; the Wfteel and Pinion ; the internal Pinion^ and the Rack and Pinion. — And, 2dly, to Bevel Gear. A third chapter is added, which contains a manner of forming Spur Wheels^ upon principles somewhat diflFerent from those considered in the preceding chapter. In the following pages, no pretensions are made, either to invention or profound investigation. The writer has studied perspicuity alone, and will have completely at- tained his object, if he has only been fortunate enough to give such a view of the various kinds of teeth, as will en- able the artist to form some judgment of their respective merits, and to execute any of them with accuracy and ease. For this purpose it has been his aim to divest every part of the subject of obscurity, and to accommodate it to those who possess not the advantages of a mathematical educa- tion. But ho is far from saying, that they will not find some difficulties, particularly in the first chapter ; nor will they, i)erhai>8, fully understmid the truths it contains, till they SCO their relation to practice pointed out in the sc- BSSAT 1.3 PBEFACE. 11 cond. He found, lihat without becoming exceediagly pro- lix, there was no aToiding the use of some mathematical terms, but of these he has given definitions, either as the terms themselyes occur, or at the conclusion of the Essay*. * This Pre&ce was written seycnJ years before the translation of Camus mB pabliahed. 1 ErmrriONsr 1. When two toothed whcek act upon one another, the greater is called the IV/teel, and the lesser the Pinion. 2. Instead of the pinion, the trundle is sometimes used, Bach as is here represented. It is likewise known by the s of lantern and wallower. 3 pinions and trundles are employed for the same purposes, when the action of two wheels is spoken of, in general, the trundle is comprehended under the name pinion. 4, The teeth of wheels and of pinions, are comprehended r the general term. Teeth. Wliere the teeth are of jhe same piece with the body of the wheel, they are called, roperly, faef/t ; when they are each of a particular piece, y aru called cogs. Tiie teeth of pinions are called leaoes, and those of a trundle staves. 2 GENERAL DEFINITIONS. V. 5. Whea the action of wheels is spoken of in general, under the dame teeth, are comprehended teeth, (properly so called,) cogs, leaves, and staves, VI. 6. The straight line bf, which joins the centres bf, of a pinion and wheel, which act together, is called the line of centres. VII. 7. When the line of centres bp is divided into two parts, A B, A F, proportional to the number of the teeth in the wheel, and in the pinion, these two parts, a b, a p, are named proportional radii. It may be proper in this place to show, in what manner the line of centres is to be divided in the proportion of the number of teeth in the wheel and pinion ; and for this purpose, we shall denote the length of the line of centres by I; the number of teeth in the pinion by p, and the number of teeth in the wheel by w; then by the definition, GENERAL DEFINITIONS. S the line / is to be divided into two parts, having the ratio of ptow. Let or = the lesser segment, and y = the greater. Then we have py = WX9 and x + y = 1; M by diAioi aad tr«»p»iti«., we obtaL ^= , and^ = /-ir/ P and by comparing these values of ^, we get (p + w)x = p I9 and therefore it is a: =— :£ — . ^ p + w tin 7 and in like manner it is y = . RULE For the proportional radius of the pinion. Multiply the length of the line of centres by the number of teeth in the pinion, and divide by the number of teeth in both the wheel and pinion. For the proportional radius of the wheel. Multiply the length of the line of centres by the number of teeth in the wheel, and divide by the number of teeth in both the wheel and pinion. vin. 8. If from the centres b f are described, with the pro- portional radii, the circles xa, ra; these circles represent two cylinders, which touch in the point a as if they had teeth infinitely small, or as if one of them were conducted by the other by contaction only. These circles I shall call proportional circles ; or, as they are termed by millwrights, pitch lines. IX. 9. The right lines, b k, f q, drawn from the centres of the pinion and wheel, to the extremities of their respective teeth, are called real radii. b2 1 -^ CHAPTER I. OF THE PRINCIPLES OF THE CONFIGURATION OF THE TEETH OF WHEELS. 10. In the construction of machines, the proper forma- tion of the teeth of wheels is an object of much importance. Though experience may often enable the merely practical mechanic to approach, in this respect, to some degree of perfection, yet, being ignorant of principle, his work is always conducted with uncertainty, and he generally pro- duces machines expensive in working, and defectiye in re- gularity, eflFect, and duration. For when the acting parts of a machine are not truly formed, it may be so loaded as just to be in equilibrio with its work in the most favourable situation of its parts, but when it changes into a less favourable situation, the machine will stop, or at least, stagger, hobble, or work unequally. The best figure, therefore, which can be given to the teeth, is that which shaU cause them always to act equally and similarly, in situations equally favourable, and which shaU consequentiy give the machine the property of being moved uniformly by a power constant and equal ; or, in other words, ensure an uniformity of pressure and velocity. Were the teeth of wheels infinitely small, their action would be regarded as that of cylinders, simply touching, hanng the property required. The finite and sensible teeth gi^-en to wheels will, therefore, be of the most advan- tageous figure, when one wheel conducts another, as if they simply touched ; or when their pitch lines have in every part of their revolution etjual velocities. I I I I [ CHAP. I.] ON THE TEETH OF WHEELS. 5 That teeth have this property, when formed in a certain manner, will be evident from the foUowinff proposition and its connections'. PKOPOSITION. 1 1. When teeth are of such a form, that a perpendicular H E 1 1 (Fig. 2. p. 2.) drawn to the tangent to the edge of the tooth in tho point of contact e, cuts the line of centres at the termination a, of their proportional radii, their pitcft lines shall have in corresponding places, equal velocities, whether the wheel drives the pinion, or the pinion the wheel ; that is to say, that they will move each other as if they merely touched t. The manner of fonning teeth of wlieels here refciTcil to by oar Author, would ensure an equable communicatiou of power or motion in the imogin- when the rubbiug parts have no seusibJe friction ; but in no other; except it he possible to contrive a prat'ticable form for teeth baring the pro- perty of Teoderiiig the friction uniform during the action of each pair of loelJi : this has not yet been accomplished. Hence it appears that practical men have not without reason been doubtful of tho adrantages of the kind of t«eUi proposed by mathematical i^Titcrs ; for that the iriction of teeth is sot uoifonD, Dr. Yonng has proved in a letter, which forms a Tolnable port of thisEeaay, (see Art. 66 — 71.) And we have o practical proof of the >uie thing b the unequal wear of teeth, (sec Art. 40.) The best means of KMh "oi smalt and as numerous as is consistent with strength and dura- bfli*T," (Art. 65.) These limits, with reqiect to strength and durahiiity, I will endeBTour to establish In the additions to Art. 121, and those following it. And since, in adopting the principle of short teeth, tlie curved surface of cad tootti will become so small tljat a circular arc may be employed in- stead of the proper curve, we slmll, in the additions, point out the mode of dMcribing ciicnlar arcs to answer this purpose. + For tint manner of drawing this perpendicular, see Art. 18. { This bnug a Fundamental proportion, it is of importance that it should 'ie •rcQ understood; wesbnll therefore, in this note, attempt a popular illus- ition of it. It u deoioiislroble tliat iho line H B (Pig. 2.) has the same proportion to the line I r which a b Ims to a p. For tunce b b and f i are paroUcI, each of them being perpendicular to u i ; it follows that the triangles asm and a f i 6 ON THE TEETH OF WHEELS. []CHAP. 1. We shall now proceed to show, that the epicycloid gives the property to the teeth of wheels required in the preced- ing proposition, and shall begin with some definitions re- specting that curve. Before we proceed with our Author, it will be an advan- tage to examine this proposition more particularly. 12. Let AH (Fig. 2.) be the direction of the force of the wheel to turn the pinion, and b h a line perpendicular to a h, drawn to the centre of motion b. The eflFect of the force to turn the pinion will be directly as the distance of its direction from the centre of motion, or as hb. Also, the angular velocity generated will be inversely as the distance of the direction from the same centre, or as — . * Conse- HB « quently, the quantity of motion communicated to the pinion is as — ; that is, in an invariable ratio ; but by the same HB reasoning it may be proved that the force of the wheel at a is invariable ; and therefore, the pinion will be moved in the same manner as if it were moved by contact at a, when HA is perpendicular to the common tangent of the surfaces in contact at e. The same may be proved when the pinion drives the wheel. But this, as well as the more detailed investiga- tions of Camus (on the Teeth of Wheels, Art. 521.) and his followers, neglects the eflfect of friction. Let the eflFect of the friction of the surfaces be represented by :r, when the pressure and velocity of these surfaces are each equal are similar, or equiangular ; but the sides about the equal angles of equian- gular triangles are proportional : therefore, it is HB : IF :: ab : af. Now let us suppose h b and i f to be levers, and h i a string, the one lever pressing from the other, would act upon it with just the same force that the pinion and wheel do at the point a, where the pitch lines touch ; or, in other words, as if the circle x acted on the circle r, by means of a string, as pulleys do on each other by a band. I CH-IP. 1.3 ON THE TEETH OF WHEELS, to Hnily, or 1 ; then the ratio will be 1 H B ( i — J") ; which is invariable only when the friction is invari- able. But when the teeth are very short, and formed so that the motion would be uniform were the friction uniform, it is perhaps the best practical method of forming teeth. DEFINITIONS. 13. If upon the same immoveable plane are placed two circles, CNP, calmk, (Fig. 3 and 4.) which touch each other in the point c, and the former, with a supposed style or tracer in its circumference at the point c, is made to re- volve round the circumference of the latter, the style c, during the revolution, will describe upon the plane calmk Ibe curve cegdk, which is called an epicycloid. The fpic^cloid thereibre, is a curve generated by a point in one circle revolving about another, either on the concavity or wnTCxity of its circumference, and thus it differs from the I cycloid, which is generated by the revolution of a s along a straight line. The cycloid, however, has me times been assimilated with the epicycloid, by con- lering the straight line as the circumference of a circle of I the tUamcter is infinite. \ 1-k The circle c n p, which, in revolvmg describes the picycloid, is called the generating circle of the epicycloid, 1 the arc calmk of the immoveable circle, upon which ! generating circle revolves, is called the hase of the Ofcloid. \ Epicycloids are distinguished into two sorts, exterior I interior. 8 ON THE TEETH OF WHEELS. [CHAP. L Fio. 3. III. 15. When the generating circle revolves without the circle of its hase, as in Fig. 3, the epicycloid is called an exterior epicycloid. Fio. 4. And when the generating circle roUs within the circle of its hase, as in Fig. 4, the epicycloid is called an interior epicycloid. COROLLARIES. I. 16. As the generating circle in revolving from its first situation, c n p, to different portions, ae f, l gh, &c. ; applies OS THE TEETH ( 9 lluccesfflTely all the parts of its circumference to those of its is evident the hsse, c a l m K, of the epicycloid h I the circumference of the generating circle c n p c, and each such portion, as c a, or c l, &c., of the base, is equal to each part ea, or gl, of the circumference of the I generating circle. Hence a method of drawing the epicycloid, by deacrih- ing the circles aef, lgh, &c., which have all the same ndii as the generating circle cnp, and touch the base I CALHK in anypoints a, l, &:c.; and by making the length I of the arcs ae, lg, &c., taken from the points of contact I with the base, equal to the arcs ac, cl, &c*. Haring thus determined as many points, E, G, &c., as MY be necessary, the curve c e c d k, which shall pass ftbrough them and the point c, where the supposed style i generating circle was supposed to begin its tract, I shall be an epicycloid t. II. I"- \Vhen the generating circle cnp revolves within the circle of its base, (Fig. 5,) and has for its diameter the radius Bc of its base, the point c, the place of the style wing the revolution of the generating circle, will always mtiQue in the diameter c B k. Hence the epicycloid de- irihed 6y the style c is a straight line, and a diameter of * Id pncticc, tlik is most cosily done, and witli suifident accuracy, by g cneli arc of tbe base, as at A c, into a number of Bmall equal parts, d bv Betting off tbe same number upon each arc of tie generating circle. 1 1 To diKW tlie epicycloid mecbanically, make the circle of the boee and M genemtiDg circle of wood, and linving lixod a tracer in the circumference Ctke gmeniting circle, let the base remain at rest, and the tracer, during a rolHag nf the genemting circle, will draw an epicycloid. In order to o ciidcs move with more accuracy, a small piece of tape may have one F its ends noded to the circumference of the one circle, and the olher cud B the oiber drde. 10 ON THE TEETH OF WHEELS. [CHAP. I. the circle of its hose*; and the circumference of the gene- rating circle c n p being half that of the base, the commence- ment c and termination k of the epicycloid, must divide the circumference of the base into two equal parts, and the diameter ab of the generating circle being half that of kc of the base, when the generating circle is in the middle of its progress, the point c must be in the centre of the circle of the base c (or coincident with b) ; hence we have a point c at the origin b, in the middle, and k at the end of the epicycloid, which all lie in c k, the diameter of the base, and the whole epicycloid may be considered as coinciding with CK, the diameter of the baset. Fig. 5. III. 18. When the generating circle of the epicycloid, as in Fig. 6, is in any position, a, e, b, touching the circumfer- ence of its base in any point a, a straight liney drawn from * Upon this principle a parallel motion has been constructed. It is used by Messrs. Fenton, Murray, and Wood, in some of their smaller steam engines. For a short account of it, see Gregory's Mechanics, vol. ii. p. 265. t It would carry us too far into mathematics for many readers, were we strictly to demonstrate, that eyery point of the epicycloid must lie in the diameter of the base ; what is said, howeyer, will satisfy them of the truth. The mathematical reader will find a demonstration of this in ^^ Cours de Mathematique, par Camus," iy. No. 538 ; or En^ish Translation of that part which treats of the Teeth of Wheels, and from which Buchanan bor- rowed laigcly in this part of his work. f CHAP. I.^ ON THE TEETH OF WHEELS. 11 the point of contact a to the point e, actiuiUy describing Ae epicycloid^ will be perpendicular to it. This will be evident by supposing the circles to be poly- gons, having a great number of sides. For when turning on any of the summits, the tracer describes a small part of a circle from that summit as a centre, and will consequently be perpendicular to it. Pio, G. IV, 19. Let us imagine in the same plane three circles, r, x, T, Fig. 7> which touch in the same point a, and which con- sequently have their centres, f, b, g, in a straight line, and are moveable round their centres only. Suppose a style fixed in the circumference of the circle T, and that the three circles are made to turn by the move- ment of one of them : if we make each of the arcs, ah, a c, equal to a e, then the style placed in e shall have described on the plane of the circle r, a portion cy, of an exterio r epicycloid, and on the plane of the circle x, a portion h e of an interior epicycloid. 12 ON THE TEETH OF WHEELS* [^CHAP. I. Pig. 7. The two epicycloids J c e, he, traced in the same time hy the style e, touch in the point e. For the straight line ae, drawn from the point a, where the generating circle y touches its base rc, shall be perpendicular to the two epi- cycloids, and the straight line h e shall touch the epicycloid in the point e*. V. 20. Let us next suppose, that the generating circle y has for a diameter the radius ab of the circle x, within which it is placed, and that the three circles, r, x, y, touch continually in the point a, as in Fig. 8. The interior epicycloid h e, which touches the exterior c E, shaU be a straight line directed towards the centre b of the circle x. Art. 16, and consequently a portion of the radius b h, which shall always touch the exterior epicycloid c E in the point e, where it shall be met by the perpendicu- lar AE. * Because any triangle wliich can be inscribed in a semicircle, is a right- angled triangle. For manner of drawing a perpendicular on the end of a line, see supplementary definitions, Art. 83. CHAP. I.] ON THE TEETH OF WHEELS. 13 Pig. 8. Hence it follows, that when the two circles^ r, x, touch continually, and the one causes the other to turn by con* tact at the point a, if we imagine a radius b h in the circle X ; and haying made a c equal to a h, there will be described by the point c, an exterior epicycloid ce, which has for a generating circle y, the diameter of which is equal to the radius bh, this radius bh, during the movement of the circles r, x, shall always touch the epicycloid in the point £, where this epicycloid shall be cut by the straight line a e perpendicular to its curve. Thus instead of supposing, that one of the two circles R, X, turns forward the other by the point of contact a, let it be supposed, that the one is made to push forward the radius bh, of the circle x, by an epicycloid ce attached to the circle a, and described by the movement of the circle T, the diameter of which is equal 4o the radius b h. One may be able thus reciprocally to make the epicycloid c £, attached to the circle r, push forward by a radius b h a circle x ; and by means of the epicycloid c e, and of the 14 ' THE TEETH OF WHEBLSi [chap. I. radius, bh, the two circles, r, x, may be able to conduct themselves as if put forward by the point of contact a *. For suppose the radius, bh, and the epicycloid, ce, to be teeth oi wheels, x and t ; and the perpendicular ae, from the touching sur&ces in all situations, cuts the line of centres at the termination a of their proportional radii. But we saw. Art. H, that when this was the case, the pro- portional circles must have equal velocities. It is principaUjf from this, that we shall deduce the best Jigure which can be given to the teeth of wheels and pinions, when one part of the wheel and pinion, or of both, ought to be a straight line tending to the centre of such wheel or pinion. VI. @1. If in the same plane we have hut two circles, r, t. Fig. 10, which touch in the point a, and if the movement of the one communicate itself to the other, hy this point of contact, any point e of the circumference of the circle t, describe upon the plane of the moveable circle r, an epicy- cloid CE. Fio. * To be Batiefied of this experimentally, make aay two drcles of wood, aa in Fig. fi ; to the ciTcomference of one of them a, fix * piece of wood b, fonned into an epicycloid, generated by a circle half the diameter of c upon A as s base. On the circle c, draw the line c d, and cnt out the part bounded by that line and c b. If you cause one of the circles to move tke other by the parts b, c d, both circles will bsTO the same velocity; as may be aacer- l^ed by putting a mark oppodte-any pomt in the circumference of each circle before they be^n to move, and anotber after they stop, and the distance between ^rtiich, measuring by the arcs, wiQ be found equal. CHAF. lO OK THE TEETH OP WHEELS. Fio. 10. Suppose this epicycloid attached to the circle r, it (the epicycloid) shall conduct the circle y, pushiog it round by the point e of its circumference, in the same manner as the circle r might conduct the same circle t in commimicating motion to it by the point of contact a. And in like manner, the point E of the circumference of the circle y, turns the circle r, in pushing it by the epicy- cloid CE, supposed to be attached to b, in the same way that the circle y would conduct the circle r in communicat- ing its motion by the point of contact a *. * The experiment to prove this is umilar to the fonner, bnt with this diSerencc, that in the circuinfereiice of one of them, a, is fixed a fine needle, which is made to act against a piece of wood, fonned into an epicycloid, fixed upon the other, b, which epicycloid is generated by a upon b as a 1»se. 16 ON THE TEETH OF WHEELS. [CHAP. I. The same mode of proof applies here that did to the corollary immediately preceding. This last corollary enables us to determine the best figure which can be given to the teeth of wheels j when the pinion shaU be a trundle composed of staves. We shall likewise determine from it the most advan- tageous figure which can be given to the teeth of a pinion^ when the wheel shall have staves in place of teeth. 22. In addition to the properties of the epicycloid men- tioned above, there are several others of a curious and sci- entific nature, which may perhaps be not improperly intro- duced in this place, although they may not be immediately applicable to the construction of the teeth of wheel work. 1. If the generating and quiescent circle have to each other any commensurable ratio, then is the epicy- cloid thus generated both rectifiable and quadrable ; that is, both its length and area are exactly deter- mmable. 2. If the generating and quiescent circles are incom- mensurable with each other, then the epicycloid is unquadrable, but it is still rectifiable ; that is, the area in this case cannot be foimd in finite terms, although the length of the curve is exactly assign- able. 23. To these we may also add the following rules for finding the lengths of epicycloidal curves, and the areas which they enclose. RULE L As the semidiameter of the quiescent circle, is to the sum of the diameters of the two circles, so is double the versed sine of the arc of the generant, which has passed over any portion of the quiescent circle, to the length of the epicycloidal arc generated by the point which touched the quiescent circle or base at the beginning of the motion. CHAP. I.] ON THE TEETH OF WHEELS. 17 When the whole arc is required, the versed sine becomes the diameter of the generant The length of any arc of an in- terior epicycloid is found in a similar manner, only using the difference of the diameters in the second term of the proportion instead of the sum. RULE II. To find the area of an epicycloid ; it is, as the radius of the quiescent circle is to three times that radius, plus twice the radius of the generant, so is the circular segment AE, to the epicycloidal sector aec. Or, so is the whole area of the generant, to the whole area of the epicycloid. This rule applies to both the exterior and interior epicy- cloid. A general proposition for the area of all cycloids and epicycloids is given by Dr. Halley, and is as follows, viz. : That the area of a cycloid or epicycloid, either primary, curtate or prolate, is to the area of its generating circle, as the ram of double the velocity of the centre, and velocity of the circular motion, to the velocity of the circular mo- tion. The same proportion holds good m reference to any parts generated in those curves, and the analogous segments of tte generating circle. CHAPTER IL OF THE APPLICATION OF THE PRINCIPLES OF THE CONFIGURATION OF THE TEETH OF WHEELS. 24. Having endeavoured to show, tha4; an epicycloid is a curve, whereby two circles may conduct themselves as if put forward by the simple contact of their circumferences, I shall now attempt a practical explanation of this curve, in giving the best form to the teeth of wheels. SECTION I. OF 8PUB GSABS. 25. By Spur Oeers is understood wheels acting toge- ther, and in the same plane, with their axes parallel ; under this head the wheel and trundle come first to be con- sidered. OF THB WHBBL AKD TBUNDLB. 26. To determine the figure of the teeth of the wheel, which depends always upon that of the staves of the trun- dle, we shall first suppose the staves to be indefinitely small, and represented (Fig. 12) on the end of the trundle by the points. A, E, H, &c. : when we have found the figure of the teeth proper to conduct the indefinitely small staves, (which are used for demonstration only,) we shall, by means of that figure, trace the true form which should be given to the teeth of wheels to conduct trundles with cvlindric staves of some magnitude. Thus the solution of this case» na- turally di\-ides itsi^f into twi> parts. CBAP. 11.3 OS THE TEETH OF WHEELS. 19 Fm. 12. TO Tina THB nOURB OF THB TEETH WBBK THE STAVES ARE IHDBFINITBLY SHALL. 37. Draw the proportional circles, c ac and e ak, and divide each of them into the number of equal parts which it should have of teeth'. * Thii opnatioa ia called by millwrights tMinff tff the pitch. By tbe |Htcli is undentood the dlstBoce between the centres of two condgaoiu teeth. so ON THE TEETH OF WHEELS* [CHAP. II. We have seen*, if the circle cac, which touches the circle e a e, have attached to its circumference an epicycloid, c E, described by the point e of the circumference of the circle e a e rolling upon the circle, c a c, the epicycloid con- ducts the circle e a e by the point e, as if conducted by contact at a, and consequently the circumferences of the two circles shall have the same velocity. The epicycloid, c e, is then the best figure which can be given to the teeth of a wheel to conduct a trundle, the staves of which are indefinitely small, and therefore must move the stave e, in the direction from a towards e, until a second stave arrive, and be taken in the line of centres by a second epicycloid, a b, which shall in like manner con- duct this stave, a, until the arrival of another stave, e, in the said line: and thus the other staves of the trundle shall be conducted by the other epicycloids of the wheel. Here it may be observed, though perhaps already evi- dent, that it is the convex side of the epicycloid which must be used : for though it be useful in some machines, to make the concave side of a single epicycloid conduct a point of a single piece moveable on a centre, yet were a number of teeth so formed, it would be impossible for them to act on a number of staves, for they would be so hooked and entangled as not to move forward in the smallest de- gree. Were it wished that the wheel should move the trundle in both directions, it is obvious that each tooth of the wheel should have its opposite sides, c e, l m, formed into equal epicycloids. As we have supposed the staves of the trundle indefi- nitely small, were the teeth of the wheel also perfect figures, and djually distanced, there would be no need of other than indefinitely small spaces between the adjacent "" See Chip. L Article 21. [ CHAP. 11.3 ON THE TEETH OF WHEELS. n teeth of the wheel ; but as perfect precision is not to be expected, a space more or leas, such as al, must be left between them, to enable the wheel, notwithstanding the in- equalities of the teeth and staves, to move the pinion. We have hitherto supposed (he teeth uf the wheel con- ducted by the staves of the trundle, hut it is evident, had the teeth of the wheel the same figure, when conducted by the staves, the wheel and trmidle would retain thp property of moving with the same velocity. It may only be observed, that the staves of the tnmdle conduct the teeth of the wheel in approaching the line of centres, while the teeth of the wheel conduct the staves of the trundle in their pro- gress from that line*. [XO nUD THE PIOURBS OV 1 OP TBB TBUtlBLB A E TEETH OP THE WHHKL, WHEN f CVt-lNDEHS OP A PIN I 28. Consider the trundle at first as having infinitely IsmaD staves, represented by the centres of the staves, A, E, u, &c., and trace, as above mentioned, the teeth c L p, A Q.s, &c. of the wlieel, as if it had to conduct a trundle with infinitely small staves : observing to leave a small space, such as a l, between all the teeth, in order that they may act freely. Describe, with the radius of the staves, upon the plane of each tooth, as many small arcs as may be convenient, ba\'iag all their centres in the two epicycloids which form the teeth. Trace, by means of these little arcs, two curves, such as »o, so, parallel to the epicycloids, and then you will have I inclosed the space, kos, which is the figure all the teeth of I the wheel ought to have beyond its proportional circle. • Soe Article 33 of this chupter. 1 t THE TEETH OF WHEELS. (JCHAP. II. Fia, 13. For if wc suppose, that the centre e, of a stave, is con- ductetl by the tooth cpl ; the curve ro, which is parallel to the epicycloid ci", and which is placed at the distance of the radius of the stave e. shall always touch the circumfer- ence of that stave. Thus the cur%-e ro shall conduct the eylindric stave, as if the tooth c r i. cundncted the centre of that stave, and conisequently the twtlh ros, shall he a proper figure to wnduct the trundle, with eylindric staves. The eunvil ^larts of the teeth of the wheel, being deter- mined as above, the spac«s ts >&> &c. should be cut out. [ CHAP. II.] ON THE TEETH OF WHEELS, 'iS in order to admit that part of the staves which extends be- yond the proportional circle of the trundle. ma^i TO OESCRIBB THE TEETH C ' A WIIEEI.. FOR A C1BCUL*B ARCS. h ^H 29. L«t c D he the line of centres ; e e the pitch line of ^^ the trundle ; and f f that of the wheel ; and suppose the cpQtre of the stave a to be in the line of centres c D ; then place one foot of the compasses in the centre of the stave A, and describe the arc be, which is the form of the tooth. The part of the teeth of the wheel, within the pitch line, I may be described with circular arcs as in the figure. Teeth formed in this manner will not sensibly differ from Ithose described according to the principles laid down in the ding articles, when the length of each tooth is not f greater than is necessarj-. The reader will easily perceive, that the radius for describing the teeth, is equal to the pitch diminished by half the diameter of the stave ; and I aUo that the centres of those arcs will always be in the I proportional circle, or pitch line of the wheel. ^me authors have imagined that the friction of the I wheel and trundle might be reduced Ity making the staves Q4t ON THE TEETH OF WHEELS. [CHAP. II. revolve ; but it could not be effected so far as to balance the extra labour of construction, and where the strain would be considerable, it would become quite impracticable. (See Emerson's Mechanics, prop. 119, rule 9 ; and Trans- actions of the Society of Arts, voL xxxv. p. 128.) Smeaton appears to have been very partial to the wheel and trundle, when the trundle was executed with cast iron staves ; these he recommended to be of an oval figure, and made smooth by grinding them. (Smeaton's Reports, voL i. p. 316 ; voL ii. p. 391 and 423.) It may be demonstrated that the least real radius of the wheel should be equal to the proportional radius added to half the pitch; when the necessary allowances are made for wear, (see Art. 43.) and when the staves are of the same diameter as the thickness of the teeth. But when the staves are larger than the teeth, as in the figure, a less real radius is required. Having considered the case of a wheel and trundle, with cylindric staves acting together, we are now to explain that of a wheel and pinion, two sides of the figure of whose teeth are straight lines directed to its centre. OF THE WHEEL AND PINION. To find the figure of the teeth and leaves of a wheel and pinion^ when thai part of the teeth and leaves^ which lies within t/ieir respective proportioned circles are straight lines directed to the centres of these circles. 30. Having set off upon the proportional circles, the points G, Q, L, and o, o, h, ice, according to the thick- ness of the teeth and leaves, draw lines from these points, tending towards the centre of their respective circles, to serve as the sides of the spaces between the teeth and be- tween the leaves, the depth of which spaces must be such as to give room for the action of the curved parts of the teeth and leaves. Then describe upon the extremities of the sides of each tooth, epicycloids, such as qd, ld, with the generating circle t, the diameter of which is equal to the proportional radius of the pinion, upon the circumference of the propor- tional circle of the wheel as a base. The mode of forming the teeth being thus shown, that of the leaves will be' plain, v being the generating circle of their epicycloid, upon the circumference of the circle of the proportional pinion as a base. We have seen*, if the radius bh of the proportional * Ch^. I. Article 20. S6 ON THE TEETH OF WHEELS. [CHAP. U. pinion, be pushed by an epicycloid cp, generated by the circle y, upon the pitch line of the wheel, and projecting therefrom, the pinion shall turn with the same velocity as the wheeL In the same manner it may be proved, that the same eflFect will be produced, if the epicycloid o m m, attached to the pinion, be pushed towards the line of centres, by the radius, l f, of the wheel. Lastly, the two opposite sides of the teeth, and those of the leaves, ought to have the same figure, for the ease of action, and to give the wfieel and pinion the liberty of being moved in either direction. From these principles it will be evident, that the figure here given to the teeth, will make the wheel and pinion move with perfect regularity. 31. To make that part of a tooth which is within the pitch line or proportional circle a straight line, as proposed by the Author, seems to be the most advantageous form, because it causes least pressure on the axes. When the teeth are small, and do not begin to act till they arrive at the line of centres, the teeth of the wheel, when the wheel drives the pinion, or the leaves of the pinion, when the pinion drives the wheel, may be described by a circular arc, of which the radius is equal to the pitch ; aod of which the centre is in the pitch line of the wheel or pinion. This method will always enable a workman to execute short teeth nearer to the true form than any pattern tooth will enable him to do. Pattern teeth and compound curves, are things that may on some occasions be very useful ; where the teeth are long, and of considerable mag- nitude in respect to that of the wheel or pinion to which they belong. But in all the ordinary forms of wheel-work such operations must consume an immense quantity of valuable labour to attain even the same degree of accuracy I CH,*P. 11-3 ON THE TEETH OF WHEELS. 27 that is at once obtained by means of circular arcs. When a Iiattem tooth is neccssarj', one of its adjustments should be the centre of the wheel ; and not two points in its cir- cumference, as projrosed in Imison'a Elements of Science and Art, (Vol. I. p. 103,) because the latter method at least doubles the risk of error in adjusting the pattern. Wlicn part of the action takes place before the teeth arrive at the line of centres, the method of forming teeth proposed by our Author, (Art. 41,) seems to he equal, if not superior, to any other. And its practical application is shown in Art. 41*2. pini poii dra . sbaj REMARKS. 32. As it is the curved part of the teeth of the wheel, it should push the straight flank hk, of those of the pinion, in removing from the line of centres, and as the point E, where the flank is acted upon, is a perpendicular drawn from a, it shall be always that by which the wheel sbaQ push, it is clear, that when the extremity- p, of the licycloid c p, reaches the point e, it shall cease to move tooth H K ; if the extremity p, arrive at the point e, be- ►rc the flank o n, of the following tooth of the pinion has reached the line of centres, the curved part, o, m, m, of this tooth, must be pushed by the straight flank l i, of the following tooth of the wheel, till the flank o n, reaches that tine : so that in this case, the wheel conducts the pinion, at one time before, and, at another, beyond the line of centres. But wore it so, that the extremity p, did not reach the point E, till after the flank, o n, hail arrived at the line of centres ; it would not be necessary, that the curved parts of the leaves should be pushed by the flanks of the teeth. Thus, in this case, the wheel would conduct the pimon, in pushing its leaves beyond the line of centres only. 3S. It is the general opinion of those who are in the 28 ON THE TEETH OF WHEELS. [cHAP. XI. practice of constructing wheel work, that teeth ought, if possible, never to begin to act before they reach the line of centres, as that mode of action is thought to occasion much unnecessary friction*. The cause of this great unneces- sary friction, when the teeth are of wood, appears to be the following : Friction depends not only upon the pressiure made on moving bodies, but on the inequalities of the surface upon which they move ; and as the surfaces even of the most highly polished bodies have some inequalities, whenever two of them are pressed together, the inequalities of the one must enter the other. Suppose A and b to be a wheel and pinion, having wooden teeth, as they would appear through a microscope ; it is impossible, though there be no other resistance than that arising from friction, to move them towards the line of centres, until either the centres, on which the wheels turn, give way, or some of the small inequalities, c, 540 7-33 Whence it appears that a trundle with less than eight staves cannot be moved uniformly by a wheel with any Dumber of teeth whatever. TTic same is true also of stave-formed teeth (see Art. 41.) when the wheel drives the pinion, 38. From what we have already said, it will be evident, when the pinion consists of such a number of teeth, as to be conducted uniformly by the wheel in receding only from the line of centres, that, except in small numbers, the epi- cycloid is necessary on the conductors only, whether it be a wheel or pinion. For instance, in Fig. 16, which repre- sents two wheels of equal numbers, a is the conducting, and B the conducted wheel. But it is to be observed. I 34 ON THE TEETH OF WHEELS. [CHAF. II. when of two wheels acting on each other, sometimes the one, and sometimes the other, is the conductor, the teeth of both should be epicycloidal, as in Fig. 14. p. 25. When the teeth of the conducted wheel or pinion are acted upon by those of the conductor, in reccing only, from the line of centres, it may be remarked, if they were perfectly made, and of durable materials, it would be lu- necessary to extend the conducted teeth beyond their pro- portional circle. But these properties being unattainable, and as the angles which terminate their sides, would be apt to cut the conducting teeth, and occasion an irregular motion, it is proper to form the extremities of the teeth of the conductor, in the manner represented in the figure by the dotted lines. 89. Sometimes it may be requisite to have but few teeth in the pinion. In such cases, in the conducted, whether wheel or pinion, Buchanan preferred staves to teeth, pro- perly so called, or to leaves, because a trundle or wheel, whose staves are cylindric, will be less acted upon in ap- proaching the line of centres, and consequently have less friction than a pinion or wheel, the sides of whose teeth tend to the centre. Thb will appear by Fig. 17, which represents a stave, a. HAP. 11.3 ON THE TEETH OF WHEELS. 35 f a trundle, and a leaf, b, of a pinion, turning round on •&e same centre, a, and a tooth adapted to each, turning on a common centre, b. The thickness of each of the teeth, and the proportional circle of both wheels, are the same, and the proportional circles of the pinions are also equal, and teeth are each made of the greatest length which the intersection of the curves will admit, which turns out con- siderably greater in the tooth adapted to the stave. The shaded parts represent the tooth adapted to, and acting upon, the stave ; and the dotted lines represent the tooth adapted to, and acting upon, the leaf. The teeth, in both cases, are represented as just at the point where they would cease to move the leaves or staves uniformly ; and it appears the stave is conducted considerably further bo- yond the lino of centres than the leaf; hence the stave will be less acted upon in approaching the line of centres. ■JO. A trundle has besides another considerable ad>-an- tage over a pinion ; which is, that it wears much more 36 ON THE TEETH OF WHEELS. [cHAP. II. Fio. 18. equally. Every one experienced in wheel work knows, that when a pinion comes to be considerably worn, the leaves take somewhat of the form represented at a, which is evidently the cause of a great deal of unnecessary fric- tion, and strain in a machine. Whereas no such thing happens to the trundle*. The trundle has, however, a de- fect perhaps as bad, if not worse, that of weakness. Its staves being supported at the ends only, arc not long in use before they become quite unable to bear any consider- able strain, and for this reason, it is now in a great measure disused in machines. It however appears to Mr. Buchanan, that a wheel might be made, which would com- bine the advantages of both the pinion and the trundle, and he accordingly had some wheels made on that idea, and they appear to answer every expectation. * This is a mistake, as trundles, in consequence of the surfacee of contact b^ng Binal], become soon indented by pressure, and wear and cease to turn round in their sockets. CHAP. 11.3 ON THE TEETH OF WHEELS. 37 These wheels were made of cast iron. Thcv were each cast of one solid mass. The upper figure represents the t'Jge view, and the lower the section of one of them j irliereby is shown the maimer in which the teeth are sup- [lorted, like the staves of a trundle at each end, and like the leaves of a pinion at the roots, but so verj' thin there, as to run no risk of having the eommon fault of pinions just now noticed. They were difficult to mould : but were they to come more into use, he had no doubt in- genious workmen would soon get over this obstacle*. 41. It is mentioned above, in cases where the pinion had few teeth, that in the conducted, whether wheel or pinion, £tavc8 should he preferred ; but it is obvious, that the I method just described, of making a small trundle of cast ^Hpn, would not apply to a wheel of a great number of ^^Hves. Nor is it in that case so necessary, as the greater ^Tne number of teeth are, the longer they will be in losing their proper figure. In such cases, therefore, staves, strictly speaking, should not be used, but teeth made so as ' Bj casting separate plntes, with indentn D togetber, &c jiinton might he made siillic 1 frequently in crane-work, wii radng the wheels getting out c 0 fit the teeth, and bolting :nt1y strung ; auch a method re it has the iniporiMit wl- ON THE TEETH OF WHEELS. [chap. to produce the same effect— that is, having their acting parts of the figiure of a stave. What is meant will be better understood by inspecting the figure, where the lines show the alteration necessary on the tooth a, in order to make it produce the effect of a stave ; which stave is represented by the faint dots. The dotted lines on d, represent the alteration requisite to adapt it to the stave, it being necessar}', as formerly proved, to have it a different epicycloid from what is required to adapt it to a tooth, whose acting part Is a straight line, tending to the centre of its proportional circle. 42. Teeth seem to be very well adapted for various purposes, when formed on the principle recommended in the preceding article. We therefore will endeavour to show a simple method of describing such teeth. CHAP. II.] ON THE TEETH OF WHEELS. 3U lU I It most be observed that the teeth to resemble staves are [0 be always on the conducted wheel or pinion ; thus affonlinp the peculiar advantage of the wheel and trundle iu I'itlicr increasing or diminishing velocity. ^V Let the teeth be divided as usual on the pitch lines, e k, I PC; and on the conducted wheel c describe circles, as ihough (here were to be staves. Conceive the centre of one of these stave teeth to be in the line of centres at a, ;ini| draw the line a b joining the centres of the stave teeth, riiun the radius a i, from the centre a, will describe the curved side i c of the tooth of the conductor, and the cuired part fi a of the conducted wheel. And since this t is equal to the pitch diminished by half the diame- ■ the circlfi of the stave teeth, and the centres will ■ays be in the pitch lines of the wheels ; all the other I may be easily described. . The real radius, when the wheel is the conductor, ■ be vcrj- easily calculated with sufficient accuracy in 40 ON THE TEETH OF WHEELS. [CHAP. II. this manner : Xet b dhe drawn towards the centre, so that dcia equal to ^ of the tooth ; and make a d perpendicular to bd; then we shall have ^/Ai* — AflP = 6rf. But a b is f of the pitch, when the teeth of the pinion are of the same thickness as those of the wheel, and a d is sensihly equal to -5^ of the pitch ; therefore if p = the pitch, p X >/ r^ — jTT =^bd.:=: '4714 p. And as in practice we may always regard b d as the difference between the real and proportional radius ; it being only a very small quan- tity in excess*, we have this rule : The real radius of a wheel, of the construction now de- scribed, should be equal to the proportional radius added to '47 times the pitch : and '47 times the pitch, is very little less than half the pitch. But when the teeth of the pinion arc thicker than those of the wheel, the real radius may be less than is given by this rule. The same rule applies to a wheel to drive a trundle. This approximate method was chosen by Tredgold in preference to a more accurate one, because the result is exhibited in those terms which are most directly compar- able with the proportions founded on practical experience. When the pinion is the conductor, the real radius should be the secant of the angle contained by the pitch, when the proportional radius is considered the radius of that angle. Thus, c e is the angle contained by the pitch, and e d is sensibly equal to the proportional radius ; but by the form of the teeth r e is perpendicular to e d, consequently r d is the secant to the arc or angle c e ; and the real radius re- quired to impel the wheel till the succeeding tooth begins to act. * The excess is the difference between the radius and the secant of the angle containing -J^ of the pitch. ^^tbeir sid ^V It noi I BAP. 11.3 OS THE TEETH OF WHEELS. 41 44. Hitherto the conducting teeth have heen considered, as being always made as long as the epicycloidic tbrm of tlieir sides would admit. This however is not always ne- and in some cases may be improper. It now remains to show, the smallest real radius a wheel adapted to a trundle can have, without destroying the uni- formity of the motion. \VTien the stave e (Fig. 13, p. 22.) shall have been con- ducted to the situation in which it is represented, the point S of the following stave, shall be in the line of centres g f. The stave a, in its turn, may then be conducted by the following tooth, t y v, and then it shall no longer be abso- lutely necessary, that the tooth n o s conducted the stave e. The tooth k o s may therefore be terminated in the point X, where it should touch the stave e, when the point t of the following stave shall be in the line of centres, and the distance x f of this touching point, from the centre of the wheel, shall be the least real radius which can be given to the wheel. To determine the point x, draw from the centre of the stave E to the point r, the straight line e t, and where this line meets the circumference of the stave e, you have the point required*. 45. The smallest real radius which can be given to a wheel, adapted to the leaf of a pinion, or the teeth of a vhccl, must evidently be terminated by that point a of its tooth, which is in contact with the tooth or leaf e, after it lias conducted it just until the tooth following beirins to act : thus ab\% the smallest real radius of the wheel c t. * Sec Art. SO. and 43., where eucL proportions as are applicable in pi»ctic« are ^ven. + Wlicn the wheel isconductor, if we pursue the some mode of coIculBtioD aa in Aft. 43, making p= the pitch, we shall haver X ^/\ = '553 p. Tbal i>, wben the teeth of the conductor do not begin to act till they arrive 42 ON THE TEETH OF WHEELS. [CHAP. H. But, in practice, perfect accuracy is not to be expected ; and though it were even practicable to have wheels per- fectly accurate when new, yet the moment they are put in motion they begin to wear, and deviate from the true figure of their teeth. It would therefore be attended with bad consequences, to make the real radius no greater than what we have here determined it to be, which is the least which can be given. How much greater it should be, may be determined by circiunstances*. 46. But it appears to us, that when wheels are made with their conducting teeth only epicycloidic, and the mo- tion is steady, there is not much danger of their being too long ; for the longer the teeth are, the greater number of them will be in action at the same time, and consequently the strain will be more general, which will cause them to retain their true form longer. Besides, though a tooth, fit>m any accident, should be broken, the wheel will con- tinue to go very well for a long time ; whereas, had its teeth been short, the wheel would, by such an accident, have been rendered useless. We are however aware, that very long teeth are less able to sustain any sudden stress upon their extremities t. But even supposing the teeth, made in the manner above described, to be no longer than those formed epicycloidic, upon both the conductor and conducted, yet the former at the line of centres, the real radius should be equal to "553 times the pitch added to the proportional radius. But when the pinion is conductor, the proportional radius is to the real radius, as the radius to the secant of the arc equal to the pitch. * Buchanan had been informed, that Mr. Watt drew the figure of teeth with segments and points, what is below as well as what is above the pitch lines, and that for small strains and great velocities, he used the pitch line near the root of the driver, but upon other occasions, he used it just in the middle, as giving the greatest number of tovA^hing points^ which certainly adds to the strength of the wheels. t See the last paragraph of Art 70. CHAP. U.] ON THE TEBTR OF WHEELS. 43 will luTe less frictioii, and consequently wear longer than the latter, and if th^ be of the same length, and the same diickness at the roots, they most he equally strong. Let Fig. 21 represent wheels having the teeth of both con- ductor and conducted epicycloidic In Fig. S@, those of the OHiductor only are epicycloids, and by inspecting the 44 ON THE TEETH OF WHEELS. [CHAP. II. figure, it will be made obvious, that the teeth of a b, even when the wheels are new, must act as much upon each other, in approaching the line of centres, as they do in re- ceding from it. Whereas the teeth of c d, when new, do not begin to act until they arrive in the line of centres ; and c conducts d much further beyond that line than a does B ; and even when much worn, c d acts but very little before the line of centres. But it was formerly observed, that when pinions have few teeth, they must act before they arrive in the line of centres, and consequently in such cases, the teeth of both the conductor and conducted, ought to be epicycloidic. Hence arises one of the dis- advantages of wheels and pinions having few teeth, a fault carefully avoided by every good mechanic. It has been mentioned to me, that the following rule, in order to determine the length of the teeth of wheels, is employed by the ingenious Mr. Murray oi Leeds*. BULB TO DBTBBMINB THB LBNOTB OP THB TBBTH OP WHBBLS. 47. Perpendicular to the line of centres c d, draw the line A B, a tangent to the pitch lines. Take half the pitch, that is, half the distance between the centres of two ad- joining teeth, within a pair of compasses, setting their points upon the pitch lines £ and f, parallel with the line of centres c d, draw the line a 6, and where that is cut by the line a b at c, gives the points of the teeth of wheel and pinion t. * This we are infonned was communicated to him by the late Mr. Rapp, of Manchester, a native of Germany. t This rule is founded on the properties of involute teeth ; for it may easily be proved that the line a b will always be divided in the same ratio as the pitch line divides the distance between the centres of the wheels ; and that the pitch line always divides the length of the teeth in that ratio, in in- volute teeth. Hence the observations in the following article of the text, are to be understood as if made on involute teeth ; the properties of which our author has not been much acquainted with. See Chap. III. Art. 62. GBAP. II.3 OX THB TEETH OF WHEELS. 4^ Fkk 23. OBSERVATIONS. 48. On this rule, Buchanan remarks that it does not seem to he founded on any satisfactory principle ; were the pinion, at all times, the conductor, he should not perhaps differ ^m Mr. Murray, because the action of the teeth would he, in that case, generally ojier their arrival at the line of centres. But in case the wheel were the conductor, the action of the teeth would generally he almost entirely in approaching the line of centres. The evils arising from this mode of action, have already been clearly proved, (see Art. 37,) it is therefore unneces- sary here to repeat them. When the wheel and pinion are nearly of the same 46 Oir TBI TEETH OF WHEELS. £CHAP. IL diameters, as in Fig. S3, Uie effects are not so obvious as when the pinion is much smaller than the wheel, as in Fig. 24. OF THE INTERNAL PINION. 49. When a pinion is to act internally, as in Fig. 25, it is evident, that the teeth may be formed on the principles already laid down, with this difference only, that the epicy- cloid generated by the proportional circle of the pinion upon that of the wheel, should bo an interior epicycloid. The internal pinion may be adopted in many cases with advantage, as it has less Motion than the external one*. * A parallel motion upon this pnnciple has recently been erected at the Buk of England. CHiP. U.3 ON THE TEETH OF WHEELS. 4? Vio. 25. 5a To illaatrate this, (See Fig. 26.) let a be the pitch tine of a wheel, B that of an internal pinion, and c that of an external pinion. Suppose the drde a to he moved till the point a arriTes U b, and that the points c t^ in the circles b c, have both 48 ON THB TEETH OF WHEELS. [CHAP. lU moyed oyer a space equal to a b. Now it is evident, that the distance from c to 6 is much less than that fix)m b to d^ and consequently had the circles moved one another hy means of teeth, a tooth of the interior circle b, in the same part of a revolution, would have slid over a smaller part of a tooth of the circle a, than a tooth of the exterior circle c, and therefore woidd have had less velocity. But other things heing equal, the less the velocity, the less the fric- tion ; an interior pinion has consequently less friction than an exterior one*. It is upon this principle, that hovelled wheels have less friction than external spur wheels ; bevelled wheels acting in a mean situation between external and internal spur wheels t. OF THB BACK AND PINION. 51. What is called the rack and pinion, is used for various purposes in mechanics ; as m jacks for raifiing great weights, and for the opening and shutting of sluices. The rack and pinion should be made upon the principles of spur gears ; with this difference only, that in forming the teeth, the cycloid is, for reasons obvious from its defi- nition, used in place of the epicycloid t. Doctor Johnson gives this definition of the cycloid : " A geometrical curve, of which the genesis may be conceived by imagining a nail in the circumference of a wheel : the line which the head of the nail describes in the air, while the wheel revolves in a right line, is the cycloid.'* Thus A B c, is a cycloid generated by the point a, in the circle d, while it revolves on the right line a c §. ♦ See Art Q5. t The notion that bevelled wheels have less friction is not correct ; unless in the case where the teeth are in the concave surface of a cone, as in Fig. ■J t See Art 71. § Velocity makes no difference in friction. CHAP, n.3 ON THE TEETH OF WHEELS. Pio. 27. The subjoined figure represents the teeth of a rack and pinion, formed in what seems the best mode in cases where a great weight is attached to the rack. The leaves of the pinion are made as long as the curve will admit, in order to prevent them from beginning to act before they arrive in the Une passing through the centre of the pinion, perpendicular to the rack. Were they to act much before they arrived in that line, which may be con- sidered as the line of centres, and against a very great weight, they would be apt to jam, and run the risk of their being broken, or, at least, very much increase the friction*. 5S. The construction above proposed for the rack and pnioD not being exactly correct, I will here endeavour to remedy that defect If a pinion move a rack, and the dotted line a b be the * See thu Chi^ Art. 33 ; eleo the SupplemenUrj Observetioiia. fitdt tine of the nek ; and tbe dotted ckde c ■ Ae ^tA tine of the jmuoa ; then the cnmd ade c d «f Ae loaA of the pnioa fboold be an iuTiJiile of a tinit. Or, k is I that curve which a point in a cord iroakl describe aa the pinion, were the pinion turned by drawing the cord con- stantly iu the direction a b ; the cord being supposed to be wound round the pitch circle of the pinion. Now as b d is the part of the cord which unwinds from the arc c b, it is obvious that the pitch lines more with equal velocities; and the force acting constantly at tbe same distance from the centre of motion, the force wiU be constant, except that variable part which is lost in ftiction. 53. In order that the teeth of the rack may be durable, and not liable to cut the face of the teeth of the pinion, they should extend beyond the pitch line of the rack; and the teeth of the pinion should be of sufficient length for one to move the rack, till the following tooth arrives at the point b. To determine the length that will fulfil the latter condition, or what amounts to the same thing, t« CHIP. I[.] OS THE TEETH OF WHEELS. 51 d thp real radius of the pmion, wc may suppose a line (imivu from the point r, to the centre e of the pinion ; also make r b perpendicular to c e, and f d porpendiciUar to Then, by similar triangles wo have f b : b d : : B E e real radius — — But u d is equal to the pitch, FB d p B to five sixths of the pitch, therefore the real ra- ■ diiis=: . That is, the real radius should be six 5 J Was of the proportional radius. In ordinan,- cases, the curved surfaces of the teeth of the pinion may be described from centres in the pitch circle, with the radius d b. And instead of making the teeth of the rack square to the pitch line, they may be described hv (he same radius a o, from points in the pitch line of the ratk ; and the ends of the teeth as well as the hollows to receive them, in the pinion may be semicircular. This Diode of forming the teeth will make them very strong n'tbout affecting the motion. Si. liVhen the rack impels the pinion, the curved face of each of the teeth of the rack, should be a portion of a cycloid, (as a a. Fig. 27,) and the leaves of the pinion straight lines radiating from the centre of the pinion ; the diameter of the generating circle for describing the cy- cloidal teeth should be half tlie proportional diameter of the pinion. SECTION II. OP BHVBL GEAR. 965. Hitherto our inquirj- has been confined to what is Bod spur gear, or the action of wheels and pinions whose s are parallel i we come now to speak of what is called lel gear, or the action of wheels of which the axes are to each other. As we formerly regarded the of gpur gear, with teeth indefinitely small, .ir the 52 ON THE TEETH OF WHEELS. [CHAP. II. rolling of cylinders upon the surfeice of each other, we may now regard the action of bevel gear with such teeth, as the rolling of cones in a similar manner. In order to illustrate this, let us suppose it is required to make one wheel move another, the axes of which are not parallel Fio. 29. c Fio. 30. Fio. 31. >B Fio. 32. Let A B, A 0, be their axes, and d e, e f, their propor- tional diameters or pitch lines. II.] ON THE TEETH OF WHEELS. 53 To the point a, where the axes intersect, draw a e, a f, then DAE, and e a v, shall be the outline of two "Cones*, which rolling the one upon the surface of the other, will hoth revolve, so that, like two cylinders with their axes parallelt, all the corresponding points in each, shall move in every part of their revolution with equal velocity. For, suppose any touching point v, the diameters of the cones at that point shall bear exactly the same proportion to one another, that their bases do. The same may be said of every other point on their surfaces, and conse- quently they shall revolve in the same manner as two cy- linders having their axes parallel, and the cones may be considered as bevel wheels with indefinitely small teeth. But, in practice, we require finite and sensible teeth : in bevel gear, these are made similar to those of spur gear, with this difference, that in spur gear, they are parallel ; but in bevel gear they must, as is evident, diminish in length and thickness, as they approach the summit of the cone. The teeth may be made of any breadth, according to the strength required, and they are thereby enabled to overcome a much greater resistance, and work smoother, than is possible for a common face wheel and trundle, which, for that reason, are now superseded by bevel gear. 5(J. The epicycloid, which gives the true curve to the teeth of bevel gear, differs from that used in spur gear, in being- generated by the rolhng of one cone upon the sur- face of another, while their summits coincide. * TIloM cones we shall call llie proportioiin] cones uF tliu wliecl and f liia Uthc observed, when Uic V^or of vDc of tlic COIIC8 becomes it e 30. the ttoiut ji is ill the san certain inclinations, tlie II Figure 32 ; in others, i 54 ON THE TEETH OF WHEELS. [CHAF. IL Thus for example, in the figure, the curve, a b c, is de- scribed by a supposed style, fixed in the point a, of the circumference of the base of the cone a d e, while it rolls upon the cone f c a e. The style a, being always at the same distance from the point E, where the summit of the cone is fixed, all the points of the curve a b c, shall be equidistant from the point e, and consequently upon the surface of a sphere which shall have the point e for its centre. Hence the curve is called a spherical epicycloid. The circle a g d h, which in rolling describes the sphe- rical epicycloid, is named the generating circle of that curve ; and the part a c, of the circumference upon which it rolls, is called the base of the epicycloid. When the sphere is given upon which the spherical epi- cycloid is required to be traced, and we know the size and position of the rolling cone which should generate this epi- cycloid, it will be easy, from what has been said relative to the plane epic}'cloid*, to find as many points of the curve, as may be neccssai}', and it will be evident, that what is said on spur gear, respecting the most advantageous figure of their teeth, is all appUcable to bevel gear ; vrith this • Sec Chap. I. Art. 17. ■. u.] ON THE TEETH OF WHEELS. fi'renec, that the sphcricaJ is substituted for the plane epicycloid. lu iirder therefore to avoid tedious repetitions, we shall immediately proeccd to give some account of what spems I tho best practical method of laying down the lines nocos- sary to the right construction of bevel gear. 57. Ha\ing calculated the projKirtional diameters or pilth lines of the wheel and pinion, draw their axea, a b, A c, in the proposed direction with respect to each other. lien the wlicels are in action. Parallel to a b, and at the iBtance of half the proportional diameter of the wheel, draw the line n e. In the same manner, draw f d at the distance of half the proportional diameter of the pinion from A c. From the point d, where these lines intersect, draw the line d g, perpendicular to a b, and also the line 11 H, perpendicular to c a. Make g i equal to i d, and k h equa) to k d. Then u o is what we shall call the priti- pai diameter, or the dinmeter at the pitch line of the «!, and D II that of the pinion. \ Join G a, u a, u a. Then o a d, is the outline of the »portional cone of the wheel, and n a h, that of the L Now proceed to draw the teeth of ihe wheel. With the 56 ON THE T^TH OF WHEELS. [CHAP. H. distance a a, from a, as a centre, sweep a smaU arc> sxich as G a; at the priDcipal diameter to their extremity, set off the length of the teeth, from otob, and draw b c tending to a. The line h c represents the breadth of the teeth, which, according to circumstances, may be more or less ; only it is to be observed, that if continued to the point a, the teeth near that point would be so small as to be of little or no use. Describe the arc c e, concentric to i a* ; and from o to Ji set off part of the required length of the tooth, from the principal diameter to the root: then dra.vij'g tending to A, the line/g- becomes the root of the tooth. Parallel to yg, draw ae, then a,fge, represent the section of the solid ring of the wheel. The particular direction of the line a e is no way essential ; all that is necessary is, that the ring be of sufficient strength for the purpose to which it is to be applied : but patterns for cast iron wheels are usually made as represented in the plate. Fig. 35. ' In practice, it is found easier, tuid sufficiently accurate, to use, instead or these curtes, stnugbt lines, as near as may be, in the same direction with caAP. II.J ON THE TEETH OF WHEELS. Flo. 36. I ^H Haii-ing thus drami a section of a tooth at g, draw in ^B^ Ae same manner one at d, then d, i, g, l, will be the sec- tion of the wheel, in which e, h, i, l, a, represent the space oaupied by the arms. The dimensions of these, and their particular form, may however be varied according to fircumstances. The mode of drawing the section of this pinion will now be obvious, by inspecting the figure, where it will be ob- fierred, that the teeth of the pinion are made a little broader than those of the wheel. This is a practice gene- rally followed, as the teeth by this means wear more i-qually than otherwise they would. 5S. For the use of young mechanics, I will, in these ad- ^^Udons, attempt to free the principles of constructing be- ^^blle *' A similar advantage may be obtained in teeth of H|Dy other form, by finishing them in such a manner as to ^hrqject a very little beyond the regular outline, at the point 70 ON THE TEETH OF WHEELS* [CHAP. UU which is intended to come into contact a little beycmd the line of the centres. Such a corrected outline may he do- scrihed at once, if it he required. If the tooth is to he formed into an involute of a circle, having fitted a thread or fine wire to the circumference of the wheel, find the point of contact at the instant when the end of the wire is describing the part of the tooth which is to act at, or a little before, the line of the centres ; cut off fix)m the wheel, beyond this point, an arc equal to the distance of the centres of two adjoining teeth, and fix a pin in the tangent at the same point, that is, in the continuation of the part of the wire which is unrolled, at such a distance as just to streteh the part which is left loose by the removal of the arc : the pin thus fixed, and the remainder of the circle, will serve as bases for continuing the evolution of the wire, and the description of the tooth. The same position of the wire will show the outline of a basis proper for describing by means of a circle rolled on it, the curve which must be substituted for the form of any epicycloidal tooth, which might have been described by causing the same circle to roll on the simple circumference of the wheel as a basis ; the curved part of the tooth beginning, in this case, at the point of contact first mentioned. " If it be objected, that in such an arrangement, the equability of the motion would be lost, and a shake would be created ; it may be answered, that the inequality would be utterly imperceptible in practice. But I do not know, that the form, thus determined, would have any material advantage over teeth made as short as possible, or so cut away as not to act before the passage of the line of centres, which may easily be done in all cases, nearly in the same way as you have shown with respect to epicycloidal teeth* " The advantage of dividing the pressure among several teeth ought not to be purchased at the expense of an in- crease of friction, since the property of greater durability n CHAP. Ul.] ON THE TEETH OF WHEELS. 7 1 may be obtained, in an equal degree, by simply making the wheels thicker, without materially adding to the friction : uuJ in fact, although the momentary pressure on each tooth may be leadened by dividing it, yet its duration is in- creased in the same proportion. 71 . "I must beg leave to observe, that the form proper for the teeth of a pinion, acting on a rack, is the involute of a circle, and not a cycloid. The cycloid would be a proper form for the teeth of the rack, if they were intended to impel the pinion. " It has been remarked that the form of the involute of a circle is not immediately deducible from the general principle of La Hire ■, and the remark is strictly true, since the curves, formed, according to that principle, fi-om two contiguous circles as bases, could not act on each other without a further separation of the centres, which would render the demonstration inadequate. But I have ob- sen-ed in the Additions to my second volume, p. x. the principle may be extended to any other curves, as well . as circles and straight lines : and if we employ an equian- gular spiral, instead of a straight line, we shall have the involutee, exactly as they are recommended for practice." SUPPLEMENTARY DEFINITIONS. 72. An angle is the inclination of two Unes to one an- other which meeting do not lie in one line. 73. A triangle is a figure contained by three straight 72 ON THE TEETH OF WHEELS. |^CHAP. lU. 74. A circle is a plane figure contained by one line, whicli is called the circumference, and is such, that all straight lines drawn from a certain point within the figure to the circumference, are equal to one another, and this point is called the centre of the circle. 75. The radius of a circle, is a straight line drawn from the centre to the circumference. The word radii is used, when more than one such line is spoken of. 76. The diameter of a circle, is a straight line drawn through the centre, and terminated both ways by the cir- cumference. 77- The arc of a circle is any part of its circumference. GBAF« nu} ON THE TEETH OF WHEELS. 73 78. A chord of an arc, is a straight Ime joming the two extremities of the arc 79« A tangent of a circle is a straight line, which pasf through a point in the circumference without cutting it 80. A polygon is a figure, having more than four sides. The term is seldom applied to figures that have less than fiye sides. 81. Parallel straight lines are such as are in the same plane, and which, heing continued ever so far either way, never meet 83. The word perpendicular is the same with square, as used by workmen. In order to draw from a given point, a, in a given line B c, another line perpendicular to it. Take a e, equal to a f, and from the points f and £, with any radius greater than a b, make the intersection d ; draw D A, which will be perpendicular to b c. 74 OK THE TEETH OF WHEELS* [cHAP. HI. yB'5 Minecllancous Papers, p. 30. See An. 91. 76 ON THE TEETH OF WHEELS. [CHAP. HI. 92* Power is the general term for that which causes motion or rest For hodies in nature are in a state of rest, only, when the opposing powers acting upon them are in equilibrium. But this general term, power, is divided into several particular ones according to the circumstances under which it acts. 93. When power is, or can be, balanced at rest, it seems to be most proper to call it force ; but, to distinguish more precisely the circumstances of its action, it is necessary to employ the simple terms, weighty pressure^ and stress, and also the compound terms, force of attraction, force of gra- vity, cohesive force, centripetal force, centrifugal force, and others of a like nature. 94. But when a body is in motion, its power, at any in- stant, or at any point in its path, is usually termed fna- mentum, or moving fprce, or quantity of motion. It is this species of power which Sir Isaac Newton makes the object of his second definition. (Mathematical Principles of Natu- ral Philosophy, Book I.) Some writers propose to use the term energy instead of momentum, (See Edin. Rev. voL xii. p. ISO,) but there does not appear to be sufficient rea- son for adopting it, the other having been in a consider- able degree restricted to this species of power*. Here we take the liberty of remarking, that neither the measure of momentum nor that of any other kind of power, has any relation whatever to time ; for momentum simply expresses the quantity of power in a moving body at a particular instant, without reference to the rate of accu- mulation, or to the efiect it would produce ; and similar remarks apply to other species of power. 95. It is further necessary, both for practical and scien- * The tenn energy has also been applied to the product of the mass of the body into the square of its velocity. See Dr. Young's Nat. Phil. VoL II. Art. 347. HAP. HI.3 ON THE TEETH OF WHEELS. 77 tlBc purposes, to have a term to designate that power which is equivalent to momentum, wlien the velocity is uniform. Smealon employed the term rnevlianical power for this piu-- po9e ; and since this term is sanctioned by the language of all writers on the first principles of meclianics ; and the simple machines, by means of which such power is modified to produce the desired effect, have always been called the mechanical powers*. We think it will be found desirable use the term mechanical power in preference to any «ther that has been proposed. The term impetus is ob- jectionable, because it indicates a degree of violence in the action of power, which does not agree with what takes place in the most common applications of mechanical powei-. And it is questionable, whether its proposer did not intend it to be a measure of effect. We must now attempt to inform the reader, more par- ticularly, of the circumstances to which these different mo- difications of power apply, and in so doing, we shall have occasion to place a most interesting department of mechani- cal science in a different light from what it has been regarded by my predecessors. JK>. Force is immediately comparable with the weight of a quiescent body. Its intensity, direction, and equilibrium, are the proper objects of that part of mechanics called sta- tics, or hydrostatics, and aerostatics, when the body exert- ing force is fluid. 97- Alomentuin, or the force of a moving body, is pro- portional to the quantity of matter in the body, multiplied by its velocit)' at that instant when the comparison is made. Its rate of increase and decrease, its direction, and equili- briara, are the proper objects of those parts of mechanics called dvnamics and bydrodjiiamics. In fact, statics is * See Dr. Jamieson's Mecbanics for Pmctical Men, oomprisiDg Treatises 00 the CoiD[Hieition and Hesolution of ForceE, the Centre of Gravity, and the Mcchiuiic»I Powen. 78 ON THE TEETH OF WHEELS. [CHAP. III. only that particular case of dynamics when the velocity is nothing. In like manner we simplify an important part of the science of mechanics hy separating all prohlems in which the velocity is miiform ; hecause in that case the length of the line the body moves over, is proportional to the velo- city. 98. Mechanical power then is, a particular name for the momentum of a body in uniform motion ; in that case, it is proportional, to the quantity of matter in motion, multiplied by the length of the line through which it acts ; conse- quently, in aU problenis where the motions are uniform, (and there can be no difficulty in distinguishing such pro- blems,) this measure of power may be employed, and its motion, equilibrium, and direction, determined accordingly. Every person conversant with the management of such pro- blems must be aware of the advantage of this mode of in- vestigation ; it applies to the motion of water-wheels, of wind-miUs, of rivers, the resistance of fluids, &c. &c, and in general to the motion of machines. It has often been partially applied in considering the equilibrium of mechani- cal powers, (see Wood^s Mechanics, prop. xxx. and xxxi.,) but we are not aware of its having been previously pointed out as a general principle, with the object of forming a dis- tinct branch of mechanics. Some writers have confounded measure of power with measure of effect so far as to sup* pose, that mechanical power is identical with the quantity of matter multiplied into the square of its velocity; we hope the true nature of mechanical power is here so de« fined as to prevent a recurrence of a like mistake. It is much to be regretted that power has not been made the basis of all mechanical science, in the place of motion; for motion is merely an affection or mode of matter acted upon by unbalanced force. For, in the practical applicsr tion of mechanics, it would prevent error ; and in the theory of mechanics, that interesting phenomenon» the aocumuhh CHAP. III.] ON THE TEETH OF WHEELS. 79 Hon of power ^ must have been forced upon the attention of philosophers. 99* Buchanan had long employed himself in making a collection of facts respecting wheels actually in use in millwork, and, by arranging them agreeably to his own views, draw such useful practical inferences as might bene- fit workmen generally. All the facts he had been able to collect and arrange will be found in the following Chapter. Time and other circumstances did not allow him to enter more minutely into the subject. Yet these hints, even in their present state, may lead to a fuller investigation, and they will not be altogether without some advantage, espe- cially as nothing exactly of the same kind has hitherto been published in this country. With respect to the elementary propositions which guide U8 in this inquiry into the proportional strength of the teeth of wheels, Buchanan did not enter into their demon- strations. To the artisan, unacquainted with mathematics, they would be unintelligible ; and the mathematician can either demonstrate them himself, or have recourse to those elementary writings where the demonstrations may be found : of these last, as being more generally accessible, we refer to " Emerson's Mechanics," quarto edition ; and to the volumes of the "Encyclopaedia Metropolitana" comprising machinery, and edited by Professor Barlow, of Woolwich ; also Dr. Robinson's " Mechanical Philosophy," as edited by Brewster, and the excellent paper of Mr. Willis, on the ** Teeth of Wheels," published originally in the second volume of the Transactions of the Institution of Civil En- gineers, London, 1838, and added as an Appendix to this work of Robertson Buchanan. CHAPTER IV. A PRACTICAL INQUIRY RESPECTING THE STRENGTH AND DURABILITY OF THE TEETH OF WHEELS USED IN MILL- WORK. 100. Having treated of the forms of the teeth of wheels, we come now to consider their proportional strength with relation to the resistance they have to overcome. We are aware that, owing to a great variety of circmn- stances, this subject is involved in much difficulty, and that it is no easy task to form any general rule with regard to the pitches and breadths of the teeth of wheels. We do not pretend to more than a mere approximation towards general rules ; yet, were this judiciously done, we are of opinion, that it might be useful to the millwright, who has not had leisure or opportunity for scientific inquiries. A rule, though not absolutely perfect, is better in all cases, than to have no guide whatever. And it is too evident to require proof, that it is essential to the beauty and utility of any machine, that the strength and bulk of its several parts be duly proportioned to the stress or wear to which the parts may be subject. Some general observations on the wheel work of mills, will serve greatly to simplify our inquiries on the subject. GENERAL OBSERVATIONS ON THE WHEEL WORK OP MILLS. 101. Mistaken attempts at economy have often prompted the use of wheels of too small diameter. This is an evil which ought carefully to be avoided. Knowing the pres- CUAP. IV.] ON THE TEETH OF WHEELS. stire on the teeth, we cannot with propriety reduce the (iiameter of a wheel below a certain measure. Suppose, for instance, a water wheel of 20 horses' power, I moving at the pitch line with a velocity of 3^ feet per second. ' It IB known, that a pinion of 4 feet diameter, might work uito it, without impropriety ; hut we also know, that it Hould be exceedingly improper to substitute a pinion of only one foot diameter, although the pressure and velocity at the pitch lines in both cases would he, in- a certain sense, the same. In the case of the small pinion, however, a much greater stress would be thrown on the journeys (or journals) of the shaft. Not, indeed, on account of torsion or twist, but on account of transverse strain, arising, as well from greater direct pressure, as from the tendency which the oblique action of the teeth, particularly when somewhat worn, would have to produce great friction, and to force the pinion from the wheel, and make it hear harder on the journals. The small pinion is also evidently liable to wear much faster, on account of the more frequent re- currence of the friction of each particular tooth. That these observations are not without foundation, is knairn to millwrights of experience. They have found a great saving of power, by altering corn mills, for example, from the old plan of using only one wheel and pinion, (or trundie,) to the method of bringing up the motion, by means of more wheels and pinions, and of larger diameters and finer pitches. The increase of power has often by these means been nearlv doubled, while the tear and wear has been much lussened ; although it is evident, the machinery, thus al- tered, was more complex. The due consideration of the proper communication of ihe original power, is of great importance for the construc- Uoo of mills on the best principles. It may easily be 82 ON THE TEETH OF WHEELS. f CHAP. IV. seen, that in many cases, a very great portion of the ori- ginal power is expended, before any force is actually ap- plied to the work intended to be performed. Notwithstanding the modem improvements in this de- partment, there is still much to be done. In the usual modes of constructing mills, due attention is seldom given to scientific principles. It is certain, however, that were these principles better attended to, much power, that is unnecessarily expended, would be saved. In general, this might be in a great measure obtained, by bringing on the desired motions in a gradual manner, beginning with the first very slow, and gradually bringing up the desired mo- tions, by wheels and pinions of larger diameters. This is a subject which should be well considered before we can de- termine, in any particular case, what ought to be the pitch of the wheels. In the case above alluded to, where the supposition is a pinion of 4 feet diameter, or of 1 foot dia- meter ; it is obvious, that the same pitch for both would not be prudent. That for the small pinion, ought to be much less than that which might be allowed in the case of the larger pinion. It is also equally ob\dous, that the breadth of the teeth, in the case of the small pinion, ought to be much greater than that in the case of the larger pinion. 102. It is evident, however, that although great ad- vantage may often be derived from a fine pitch, that there is a limit in this respect, as also with regard to the breadth. We shall endeavour to find some trace of this limit in what follows ; and that we may the better do this, we shall call in the aid of propositions, which are true with respect to pieces of timber, or metal, subjected to ordinary cases of pressure. It is allowed, that they cannot here, in strictness, be de- monstratedj as applicable to wheelwork. Yet they wiU, for want of better light, serve at least to prevent any material niAP. rv.] ON THE TEETH OF WHEELS. S.S [)ractical error with regard to the strength of the teeth of ffhech. For it is to be remembered, that we are not so I much here in search of truths of curious or profound mathe- matical speculation, as of that kind of evidence of which the subject admits, and which may l)e sufficiently satisfac- tory for any practical purpose. It most, however, be understood, that we suppose the diameters made sufficiently great to prevent the evils which lie have already noticed, and in the annexed table, (Art. 120,} are some examples in actual use, which have been foimd in practice sufficiently durable. We would particu- larly recommend attention to those of Boidton and Watt, whose most extensive practice, as well as scientific know- ledge, renders their work a model well worthy the atten- tion of millwrights. As cast-iron pinions are now generally used, and as the teeth of the pinion are most subject to wear, I think we are safe, in the present inquiry, in considering them all as cast-iron. TTie laws to which we have alluded in this investigation are these : — I ^^B lOS. The strength of any piece of timber, or metal, ^^g^Qse section is a rectangle, is in direct proportion to the ' hraadth, and as the square of the depth. Let B D be any beam, placed horizontally, and fixed at ihc cod Bc, and let afg be the perpendicular section in which the fracture is supposed to take place. Divide the depth A P into an infinite number of equal parts at n, b, c, rf, , whose aj^^egate is n =af, and through each of those G Q PRINCIPLES OF PROPORTIONING THE STRENGTH OF TEETH OF WHEELS. PROPOSITION I S4> ON THE TEETH OP WHEELS. [^CHAP. IT. divisioDS suppose sbraight lines to be drawn parallel to fg the upper side of the beam. Then let any force be applied at p in the direction dp to break the beam at af. Now, since the strength of the timber is nothing but the force by which the particles cohere together, the breaking of the timber is nothing but overcoming this force and separating the parts from one another. Let the force of cohesion of any one of the parts be de- noted by unity, and imagine dAO, qa6, qac, &c., to be so many bent levers whose fulcrum is at a ; we have then to inquire what will be the sum of all the forces applied at Q the extremity of the levers, to break the beam at a. Now by the property of the lever, the power applied at q to equal or overcome the resistances at a, a, b, c, &c., will be 0 Aa \b AC o iAF r ,1 T.'i- — , — , — , — , &c., to — J or because the cohesive force AQ AQ AQ AQ AQ of any one of the filaments in the section is represented by unity, it wUl be 0 1 2 3 0 . n — , — , — , — , &c., to — * AQ AQ AQ AQ AQ Consequently, the effect of all the forces applied at q to break the beam ; that is, the whole strength of the beam will be, as -L (0 + 1 + fi AQ J + . . . . + ra), or as AQ Therefore, since aq is given, the strength of the beam is IV.] ON THE TEETH OF WHEELS. as the square of the depth, or as af* = n*. Now, it is ob- vious, that if the breadth fg be increased iii any proportion, the strength of the parts must be increased in the same proportion. So that the absolute lateral strength of the beam, will be ^L as FG X af'. 104. Hence may be inferred, that the strength of teeth of wheels, moving at the same velocity, and under the same circumstances, is directly in proportion to their breadth, and as the square of their thickness. Thus, for example, if we double the breadth, we only double the strength ; but if we double the thickness, in other words, double the pitch, keeping the original breadth, we increase the strength four times. For although when wheels are working accurately, the stnun is at the same time divided over several teeth, yet as a very small inaccuracy, or even the interposition of any small body, such as a chip of wood or stone, throws the whole stress upon a single tooth in practice ; therefore, and in order to simplify this case, we may consider the strength of a single tooth, as resisting the pressure of the whole work. But as the length of teeth commonly varies with the pitch, this circumstance must be taken into account, and the most ample view we can take of it seems to be, that of having the strain of each tooth, thrown all to the outward extre- mitv ; we have then the following proposition to guide this part of our inquiry. 105. Ifanifj'vrce be applied laierallj/ to a lever or beam, e stress upon any place, is directly as the Jbrce and its iejrom that place. 86 ON THE TEETH OF WHEELS. [CHAP. IV. For suppose paf to be a bent lever; it is evident that the greater the power applied at p, the greater is the force exerted at f to separate the particles of the beam in that place. Also the greater the distance a p, the greater effect has any power applied at p to overcome the cohesion of the wood at f ; and therefore, the whole stress depends upon both. PROPOSITION III. 106. The pitch being the same^ the stress is inversebf as the velocity. This is obvious, for the teeth of wheels, and the wheels themselves, which act with greater force, must be propor- tionally stronger ; and in any combination of wheels and axles, the strength must diminish gradually from the weight to the power, so that at every part it may be reciprocally as the velocity of that part. For example — ^if the pitch lines of one pair of wheels be moving at the rate of 6 feet in a second, and another pair of wheels, in every other respect under the same cir- cumstances, be moving at the rate of 3 feet in a second, the stress on the latter is double of that on the former. 107. This proposition is true only in the wheels of the same machine. To render it universal, the first movers of all machines must be reduced to the same standard ; which may be done as follows, where the horse power is supposed to be the standard. If p be the power of the first mover, in anv machine. CHIP. IV.] ON THE TEETH OF WHEELS. 8? and V lis velocity ; also, let w be the velocity of any part (HI which it is necessary to determine the stress. Then, as (' : v:: p : stress = - — . (Wood's Mechanics, Prop. I' XWl.) \W taking the same value of the horse power as is used throughout this Work; that is 200 lbs. moved at the rate of 3| feet per second, and using h to re- present the number of horses, we have 2tX)H X 3| Bv using i- = the stress, we get rid of the fractions, nd have a sufficiently accurate measure of the force. Hence, if the power of a machine be equal to any number k of horses, the stress at any pitch line of which the velo- j is V feet per second will be = i— [' In a hke manner, the stress at the surface of any journal r shaft may be found. But, in those cases where the same first mover gives lotion to different trains of machinery, the stress, at any part of any one of them, should be measured by the greatest uumber of horses' power necessarj' to perform the work as- Tied to that train. That is, if ii be the number of i that could perform the work, then - — — = the stress V \ anv point in the train moving with the velocity r. ' We shall confine our attention for the present to wheels iBving cast-iron teeth ; and in order to take experience as r guide, several examples in the annexed tables, actually i use, are selected. I The pitch, velocity, and strain, are all stated ; the strain I measured bv the horsed power, at which the resistance \ valued. Horses' power is a term now in general use, lo 88 ON THE TEETH OF WHEELS. [CHAP. IV. express the force required, in order to drive any kind of mill, and it may be proper here to give some further ac- count of it horses' power. 108. Although horses are not all of one strength, yet there is a certain force now generally agreed upon among those who construct steam engines, which force is denomi- nated a horses power ^ and hence, steam engines are dis- tinguished, in size, by the niunber of horses* power to which they are said to be equaL The measure of a mechanical effect equal to a horse's power, has been much disputed: this I believe to be a matter of little consequence, if the measure be generally understood, since there is no such thing as bringing this into any real measure. Some horses will work double of others, and horses of one country will work more than those of another. Desagulier's measure is, that a horse will walk at the rate of 9\ miles per hour, against a resistance of 200 lbs. * and which gives, as a number for comparisons, 44,000 ; that is, the raising of 1 lb. 44,000 feet in a minute; or, what amounts to the same, the raising of 44,000 lbs. 1 foot in a minute. Emerson's measure is the same as Desaguliers's, (see Emerson's Mechanics, p. 178,) and Mr. Smeaton's result is 22916 lbs. under the same circumstances!. James Watt found, from repeated experiments, that 33,000 lbs. 1 foot per minute, was the average value of a horse's power; but his engines were calculated to work equal to 44,000 lbs. 1 foot per minute. * When working 8 hours a day, (Desaguliere's Course of Experimental Philosophy, Vol. I. p. 241,) 2^ miles per hour is equal to 220 feet per minute, or 3J feet per second. t Reports, Vol. I. p. 229. But Desaguliers gives the immediate power of a horse, Smeaton the effect of that power applied to raise water : hence the friction of the machinery should he added to Smeaton's horse's power. nt.ii'. IV.3 ON THE TEETH OF ■ 89 But, that he allows only ^3,000 in his calculations, ap- ' pliej to mills, considering the difference as being lost in the friction of the engine itself. 109. It is common in practice, to reckon, that it requires one horse*s power to drive 100 spindles with preparation 'if cotton water twist. 110. One thousand spindles with preparation cotton mule yam. HI. Sevcnty.fivc spindles with preparation flax yam. We beg leave here to make the following extract, on the subject of animal force, from Dr. Young's Natural Philo- sophy, Vol, II. p. 1(j5. 11 '2. "In order to compare the different estimates of llif force of moving powers, it will be convenient to take a unit which may be considered as the mean effect of the labour of an active man, working to the greatest possible advantage, and without impediment j this will be found, upon a moderate estimation, sufficient to raise 10 pounds in feet in a second, for 10 hours in a day ; or to raise 100 [>ounds, which is the weight of 1'2 wine gallons of water, 1 ftMit in a second, or 36,000 feet in a day, or 3,000,000 pounds, or 4-32,00{.) gallons, 1 foot in a day ; this we may call a force of 1, continued 3G,000." 113. Immediate force of men and horses, without de- ■^ duction for friction. "A tnan of orJinary strength can turn a winch, nnlb a force of 30 pouiidB. and with a velocity of 3| feet in l" for 10 hours a day."— Deaaguliers "Two men working at a windlass, ivith handle? at right angles, can raise 70 pounds more c««ilr than one can raise 30."— Desaguliera " For a "hort time, a man may exert a force 8f> [KiundB, with a fly, when the mution is !Uv ijuieV." — Desaguliers *• A honw can draw, with a forceof 200 pounds, , ndlni an lioiir for 6 lionrs in the day M Willi s force of 2*0, only 6 hours."— De- I 90 ON THE TEETH OF WHEELS. [CHAP. IV* 114. Performance of men and horses by machines. ^' A man can raise, by a good common pump, a hogshead of water 10 feet high in a minute, for a whole day." — Desaguliers ^' By means of pumps, a horse can raise 250 hogsheads of water 10 feet high in an hour." — Smeaton's Reports* Force. Conti. nuance. Day*! Woii. •875 '864, • • • 8h. •875 1 15. The power of men and horses to move machines, has very frequently been made a subject of investigation by writers on mechanics ; but yet it appears possible to con- sider it in a different manner, which will furnish results from principles somewhat more strictly practical than those which have hitherto been made the basis of calculation. 116. It is almost always a necessary condition, that the moving power of a machine be sensibly uniform, and con- sequently the power which moves it, should be uniform, or of that kind termed mechanical power, see Art. 98. 117- Let PD be the mechanical power of a horse, which can be continued during a whole day, and also day after day, without exhausting its strength. Then, since the ex- ertion of the muscles will be constant, the product pd will be a constant quantity, for the degree of exertion will not be altered by altering either d, the distance passed over in a second, or the force p. But, let d be the distance when the force p is the least possible corresponding to the man- ner of action the machine requires, or in other words, when the power to move the machine to produce useful effect would be nothing. And let p dhe the mechanical power, when the distance passed over in a second is d. Then, PB^pdf and, rf(jo — p) = the mechanical power exerted on the machine, which is to be the greatest possible. But p = ^, therefore jo (rf — — ) = a maximum. D D » Vol. I. p. 229. HAP- t>'.3 ON THE TEETH OF WHEELS. Now it may be shown by the principles of maxima, &c., (hat this quantity is a maximum when rf = ^ d. For (P putdng the expression p (d — —) into fluxions, and equat- ing the fluxion with zero, or 0, we get •idd 0; I ^und consequently, by transposition it becomes ^K ^^ = 1, or d = k D. ^^H||HKfbre, a man or a horse acts with the greatest ad- ^^Bp^ on a machine when he moves with half the velocity ■ Iw rmild continue at, were the effective resistance of the machine nothing. That portion of the mechanical power which is efficient in impelling' the machine will be ^ pd. For since rf = -J d, p= — = ^/), or2p=^; hence (f(^ — p) =^ D (2p — p) = ^ PD. The force p, and the distance moved through d, will each vary in the same man or horse according to the man- ner of spphing the force ; but their product will be nearly a constant quantity. In any case, one of these quantities may be determined from experience, and in many instances both of them, and that one may always be supplied by cal- culation which cannot be found by experience. 118. When the effective force is nothing, it must not be leretooc] that a roan or a horse is acting against a force lal to his own weight, in any case whatever; for as has Wn observed by Dr. Young, (Vol. 1. p. 132, and 212,) in walking, the resistance overcome is not exactly comparable weight, and the same may be remarked on other of exerting force. "Wben a man ascends vertically, his velocity is reduced to >ut one half of his horizontal velocity, indicating that he Hqnt 92 ON THE TEETH OF WHEELS. ^I^^^^* ^* acts against a double resistance; therefore when a man ascending a ladder, carries a load, the maximum effect will take place when his ascending velocity is about one fourth of the velocity he can walk horizontally without a load. A man of ordinary strength will not be able to walk, unloaded, at a quicker rate than 3| miles an hour, if this exertion is to be continued for 10 hours every day. In- deed, those who examine the subject with a view to a £edr average, will find this to be about the extreme velocity that can be continued, without injury, for any considerable time. According, therefore, to our investigation, a man ought to move with half this velocity to produce a maximum effect ; that is, at the rate of If mile an hour, which is about 2^ feet per second. But this supposes the whole load to be the useful effect, whereas part of it must consist of the apparatus employed to carry it, or the friction of an intermediate machine, or other circumstances of a like nature. About one fifth of the velocity may be considered equivalent, at an average, to the force lost in ftiction, &c., in all cases; in many it will exceed one fifth. Hence the maximum of useful effect will take place when the velocity is 2 feet per second, or about 11 furlongs an hour, continued for 10 hours each day. Smeaton is said to have made numerous comparisons, from which he concluded that the mechanical power of a man is equivalent to 3750 lbs. moving at the velocity of one foot per minute * ; and taking this average to be near the true one, as I have reason to conclude it is, we have ."^'Ji^ 31 -25 lbs. Therefore, we make the average me- 2x60 ^ chanical power of a man 31*25 lbs. moving at the velocity of 2 feet per second, when the useful effect is the greatest possible ; or half a cubic foot of water raised two feet per ♦ Art. Water, Rees's Cyclopaedia. lAP. IV.] ON THE TEETH OF WHEELS. 93 second ; a very convenient expression for hydrodjmamical inquiries. tif a man ascend a vertical ladder, according to a pre- ling remark, (p. 91,) the velocity which corresponds to • maximum of useful effect will he 1 foot per second, and the load double that which he carries horizontally ; conse- quently the average of useful effect is 6'2'5 lbs. raised one foot per second. Bricklayers' labourers in London ascend ladders with a load of about 80 lbs. besides the hod ; sometimes at the rate of one toot per second, but more frequently about 9 inches per second. Ascending stairs is more fatiguing to the muscles of the legs than ascending a ladder ; and therefore the useful effect is less, till a person has become accustomed to this kind of labour. And it is also to be observed that the space moved over is increased, unnecessarily, except where the horizontal distance is part of the path over which the load is to be moved. We ought not to be surprised at the opposite conclusions here obtained, from those of other theoretical inquirers, when the data they have proceeded from are considered. For their data have been the extremes of force and velo- cit}', without any knowledge of the true laws which con- nect theni- 1 19. The force of a horse is, at an average, about equal to tliat of six men, according to various estimates ; and the rate of travelling about the same, perhaps rather less than that of a man, when his exertion is continued for 8 hours j quently the velocity corresponding to the maximum set, will be about '2^ feet per second. Whence, the • mechanical power of a horse may be estimated at 7i lbs. moving with a velocity of 2^ feet per second, or ubic feet of water raised 2^ feet per second. The day's L being 8 hours. 94 ON THE TEETH OF WHEELS. [CHAP. IV. This estimate of the power of a horse is equal to 28, 125 lbs. raised one foot per minute ; nearly a mean between Watfs and Smeaton's. But since our author has employed that of Desaguliers, it was not very easy to make a change in this work ; and still more objectionable to employ two measures of different values. French writers use as a dynamical unit a given measure of water raised through a given space ; and the Americans use a similar measure. In my opinion, it is preferable to make a horse's power the dynamical unit ; because, a prac- tical man has a more correct idea of the quantity of me- chanical power expressed by this unit, than he can have of any one less frequently under his observation ; besides, it is a power often employed to move machines ; and there- fore is a familiar measure of comparison. • 3 ON THE TEETH OF WHEELS. 9^ ^^H TABLB OP PITCHES 01' WHEELS IN ACTUAL USB IN MILLWOHK. ■ =i s u. Wheel. Pinion. 1 1 1 ^1 i"i «-. , 1 I Is Is i f y y 1 •s 1 1 1 1 1 ll ill 1 li pi sis ■ = £ p. r. a 0 £ ^H fe^' 10 ^ 51 "■. 1°' '\'.°' 55 ■ feed', B 30 3 101 W "9J24 "3 3is"47 3'41 3-as 4-489 riml. C 15 3 6 ■204 4j 16 3 44 20 3 "e 4- 3-8 5-06 rheel', D oi a 4 207 16 51 50 3 11! 7-27 3- 7-27 =ill. E I 21 01 3 a Oi 22 12-9 1 51 400 -949 12-65 ■31, F 1 2i 4J fli 3 6 01 IflJ 1313 45-0 ■949 U-2S 1 j^R M 3i 6 96 IB 8 0 42 4332 3 6 2-5 7-95 6-625 ■ BTh' 46 3 8 132 17i 54 50 1-7 11- 8-2 ■ KPl 93 3 G lie 10 8 10 1-87 8-78 5-47 ■ ■VTk U 3 5 64 25 5 1 29 55 2 4 3-57 6-65 7-91 HPK'L QO 2\ 5 90 18 A II 38 42-63 2 7 2-5 6-57 4-64 SSTm 10 2i d| 77 25 * n 40 48-5 2 41 5-75 6-2 11-88 Btio-. N 6 2| 51 60 28 3 7 27 1 71 8-75 5-25 15-31 Enrf. O 4 21 4: 48 32 •2 10 25 6111 1 6 11-87 4'S 18-99 liito. P 2 2 41 62 3 6 2 375 8 8 t-t 10 li 6 77 25 a 10 40 48'5 1 in 6- 5- 10 12 a 66 44 2 8 48 60-5 1 9 25 5-99 4-95 ■ ?/Slf ™"i.. ^^l "^i " -" fpu-a fttar .» a«ro- to. ,h. ..™u> .. it i. .«rin, much • »«oribiw'h«itliilheuioeintu' """ " i""" emin.it «ia« ID thl. MiinB, whirh hu b»ii l« y«n u •ork, U ibe wioi of binilih in th« ipui-«h» ter duMt ln£ivi bHffl 6 ItHdM ot mote, » Oic» will nol ImI h^ « long « Uie IwveI— liMi, uid M hu mndiD imn . u>d hn Docd' WDriilpg fur lhi» y«T> pul. AlMlMHiramxiuibcKiolfiit ^^H »t*!**TIOK (IF THE TABLE OF WHBEI.S IN ACTUAL USB IN MILLWORK. 1 !he wheels arc all reduced to what may be called one ^^| nniDatioD. ^^H Irst — By proportioning their breadths all to what they ^^| lid be to have the same stTeng;th, if the resistances ^^| B equal to tl>e work of a steam engine of ten horses* ^^H ^^1 (condly — By supposing their pitch lines all brought to ^^H Mne velocity of three feet per second, and proportion- ^^M 96 ON THE TEETH OF WHEELS. [CHAP. IV. ing their breadths accordingly. I have chosen this parti- cular velocity of 3 feet per second, because it is the velocity very common for overshot water wheels. Such cases as appear to have worn too rapidly, are marked, which may tend to discover the limit in point of breadth. Column I contains the horses' power. 2 . . . . pitch in inches. 3 . . • . breadth of teeth in inches. 4 . . • • number of teeth of wheeL 5 . . . . revolutions of wheel per minute. 6 . . . . diameter of wheel. 7 • . . • number of teeth of pinion. 8 . . . • revolution of pinion per minute. 9 • • • « diameter of pinion. 10 ... . breadth proportionate to 10 horses' power, and at the present ve- locity. 11. . . . present velocity per second in feet 12 . . . . breadth in inches proportionate to 10 horses* power, at 3 feet per second. That is, all the cases reduced to the same de- nomination. OBSERVATIONS ON THE TABLE OF WHEELS IN ACTUAL USE IN MILL WORK. 121. Having reduced the examples in the table, in the manner already described, to one denomination, the results approach nearer, considering all circumstances, than could have been expected. 1st. In two of the cases, viz. b and d, it appears, that the wheels were rather too narrow for their work. These, however, have been working about sixteen years, and may I CirAP. IV.3 ON THE TEETH OF WHEELS. 97 [ jet continue for a long time. — u is ■t'4'89 inches in breadth, I then reduced to 10 liorses' power, at 3 feet per second. — D is 7'^ inches in breadth. The pitch of both is three I inches. Three inches being a pitch in ver\' general use for the first motion of mills, could the proper breadth for this pitch be ascertained, it would servo as a verj" useful standard. Rules, to be of practical use, must be easy of remem- brance, as well as easy of application. Let us, therefore, assume a simple standard, and try liow far it will bear the test of esperience ; for, as Du Buat justly observes, " It is an excellent method, in the re- search of obscure difficult truths, to suppose a theory pre- existent, founded upon the most probable principles, from which may be determined, the choice of some direct ex- periments, proper to evince the fallacy or accuracy of the principles proposed." The actual cases in the table may be considered as satisfactory experiments. Let us, therefore, try the fol- lowing simple rule, and compare some of its results with those cases. Rule I. for pitch of three inches, when the velocity is tree feet per second, at the pitch line. Make the teeth as many inches broad as the number of rsesi' power which it has to resist. For example, for nine horses' power, make the teeth ne inches broad. |ld& Taking this example then as a point from which 1 set off, and supposing the same breadth of nine inches istanl, we shall, in the first following table, state various tches, and (by Proposition I.) shall first square these iches, to find the number of horses' power, equal to the igth and durability of the pitch, when the teeth are all ; length. The strength, thus found, will be inserted 98 ON THE TEETH OF WHEEL8. [CHAP. IV. ■ But, as the lengths generally vary as the pitches, taking the same point (three inches pitch, nine inches hroad) from which to set off, we shall diminish the value of the strength, as we ascend, and increase as we descend, agree- ahly to Proposition II. The results will be found in column z. But as in this investigation durability is of equal import- ance with strength, perhaps the true proportion may be somewhere between the results in the columns y and z. DESCRIPTION OF THE SIX FOLLOWING TABLES OF PITCHES. In all the following tables, the column w contains the pitch in inches. Column X contains the breadth of the teeth also in inches. Column Y is formed upon the supposition, that the teeth of all the pitches were of the same length, and contains the strength and durability of the teeth valued in horses^ power. Column z contains the strength and durability of the teeth, also valued in horses' power, upon the supposition, that the lengths of the teeth are in the same proportion to one another, as the pitches ; and that the strength (by Prop. II.) is inversely as the length. Having taken a three inch pitch as our standard, the two last colunms, Y and z, exactly coincide for that pitch ; the column z, de- creasing upwards from that point, and increasing down- wards in an inverse ratio of the lengths. It is evident, that the tables upon these principles al- ready laid down, might be greatly extended. But it is hoped, that these will be sufficient for our present purpose. CHAP. IV.3 ON THE TBETH OF WHEELS. 99 I. TABLB OF PITCHES 123. The velocity of the pitch line being three feet per second, and the breadth of the teeth nine inches. w Y Z Pitch in inches. Value of Value of stren^ in strength in hones* power. horses* power. 4 16- 12- 34 12-25 10-5 3 9- 9- 2i 6-65 7-5 2 4- 6- H 2-25 4-5 1 1- 3- Supposing again, that the pitches were the same as in the first table, and that the breadths were made, in each par* ticular case, just double the pitch, then the horses' power would vary as in the following table, which is calculated by taking the above table, and by direct proportion, finding the horses' power equal to each particular breadth, when the breadth is just double the pitch. II. TABLE OF PITCHES 124. The velocity being three feet per second, and the breadth of the teeth double each pitch. w X Y Z Pitdiin inches. Twice the pitch in breadth. Value of strength in horses* power. Value of strength in horses* power. 4 3 2 1 8 7 6 5 4 3 2 14-22 9-53 6- 3-47 1-77 •75 •22 10-66 8-17 6- 4-16 2-65 1-5 '66 H 2 100 ON THE TEETH OF WHEELS. [CHAP. IV. The strength being directly as the breadth, (by Prop. I.) it is easy from this to find, by the Rule of Three direct, the horses' power equal to any given breadth of these pitches. The stress being inversely as the velocity, (by Prop. II.) the horses' power equal to any of these pitches, and breadths, may be easily found for any other velocity. But, perhaps, it will be of advantage to take a different view of the subject, by fixing upon a case in the table of wheels in actual use, and proportioning breadths and pitches from it for various velocities, resistances, &c. For this purpose we shall select the case h, erected by Boulton and Watt, being a pitch of three inches, the teeth 8 inches broad, moving with a velocity of 11 feet per second, and having a resistance valued at the power of 46 horses. Then by following a similar procedure, with the two foregoing tables, we have the Tables III. and IV. propor- tionate to the case h at a velocity of 1 1 feet per second. III. — TABLE OP PITCHES 125. Proportionate to h in the Table of Wheels. The breadth of teeth (8 inches) and velocity (eleven feet per second) being constant. w Y Z Pitrh in inches. Hones* power. Value of strength in horses* power. 4 3i 3 2i 2 1 81-77 6261 46- 31-94 20-44 11-5 511 61-33 53-66 46- 38-33 30-66 23- 15-33 CHAP, iy.3 ON THE TEETH OF WHEELS. 101 IV. — TABLE OP PITCHES 126. Proportionate to h, the breadth being in this case double the pitch. The velocity being constant, (eleven feet per second,) but the breadths double. w X Y Z Pitch in inches. Breadthfl double the pitch in inches. Hones' power. Value of strength in horses* power. 4 H 3 2i 2 IJ 1 8 7 6 5 4 3 2 81-77 54-78 34-5 19-95 10-22 4-31 1-28 61-33 46-95 34-5 23*94 15-33 8-62 3-84 But it may be satisfactory, in order to compare with the tables, first and second, to reduce the velocity to three feet per second. The two following tables, therefore, are calculated ac- cordingly at that velocity. v. — TABLE OP PITCHES 127. Proportionate to h, at a velocity of three feet per second ; the breadth being constantly eight inches. w Y Z . 1^'x 1 • Value of Pitch m inches. Horses* power. strenia^h in horses' power. 4 22-30 16-72 H 17-07 14-63 3 12-54 12-54 2i 8-71 10-45 2 5-57 8-36 li 3-13 6-26 1 1-39 4-17 102 ON THE T£fiTH OF ¥mE£L8. [chap. VI. — ^TABLB OP PITCHES 128. Proportionate to h, at a velocity of tliree feet; tb.e breadths being double each pitch. w X Y Z Pitch in incfaei. Brcsutn of teeth in inches. Hones* power. Value of alrength in hones* povrer. 4 3 2i 2 1 8 7 6 5 4 3 2 22-30 14-93 9-4 5-44 2-78 117 0-34 16-72 12-79 9-4 6-53 4-17 2-34 1-02 From a comparison of the second table with the sixth, it appears, that the rule we have annexed, is at least safe in point of strength ; for by that rule, a three inch pitchy sis inches broadj is equal to a strain of six horses. Whereas in the sixth table, the same pitch and velocity, at six inches breadth, has strength valued at nine and nearly a half horses* power. But when we consider how much more liable, from sand, &c., teeth attached to water wheels are to wear, than those which are properly greased and free from sand, the results correspond as nearly as could be expected. 129* Rule II. So that, taking h as a standard, we may conclude, that, for a pitch of three inches^ with a velocity of three feet per second, every inch of breadth may be valued at one and a half horses* power. The first rule (Art. 121.) I think therefore may safely be followed for teeth attached to water wheels, and the above conclusion for wheels in all situations where they are pro- perly greased and free from sand. The conclusions here drawn, wiU, I think, give teeth CHAP. IV.] ON THE TEETH OF WHEELS. 103 fufficiently durable and strong for the work whi(.'h they may have to perform. This first conclusion gives, perhaps, loo great a result ; how much may with prudence be de- I ducted from the results of either, those of experience will rietemiine. But to the young millwright, I would advise, I of the two extremes, rather to err in makiug his work too slrong. Durability ought not for a moment to bo out of light in the arrangements of wheelwork ; there are many parts of machines subjected to greater stress, but not liable to wear; whereas the t«eth of wheels, the moment they begin to act, begin to change from their original form, and to become progressively less strong. 130. In millwork, at present, the breadth of the teeth, as commonly executed by the best masters, seems to be from about twice to thrice the pitch. It is, perhaps, not easy to determine what proiwrtion is on the whole the most advantageous for the breadth of Eth. A fine pitch, on the one hand, gives a smooth mo- 1, and the teeth will rub less on each other ; but an in- aso of breadth increases in some degree the friction*. 'the durability, as well as the strength of teeth, is per- haps nearly in direct proportion to their breadth. tlSl. After sending the foregoing " Jnqiiirif respecting \e Strength of the Teeth itf JVheels " to the press, Mr. ohn Robcrton, engineer, perused a manuscript copy of it, and was so obliging as to communicate to me the substance ^of what follows. His rule, it will be readily perceived, is Hbnnded on the principles laid down in the "Inquiry;" Hnt it is more simple, and perhaps more accurate than the mode of approximation which occurred to me. It is how- I mt satisfactory to find, that the table formed on his rule, ^'hich from his experience he is of opinion cannot be far the truth,) very nearly coincides in its results with pies fifth and sixth. It may be observed, that he founds * See Art. C7 and 68. 104 ON THE TEETH OF WHEELS. [CHAP. IV. his calculations upon the thickness of the teeih^ wluch in all cases he supposes a little less than half the pitch, which proportion is very common in practice. When hoth wheel and pinion, however, are of cast iron, it is evident, that, heing more liahle to wear, the teeth of the pinion ought to he thicker than those of the wheel. CONSTRUCTION OP THE FOLLOWING TABLB. 132. The thickness of the teethj in each of the lines, is varied one-tenth of an inch. The breadth of the teeth is always four times as much as their thickness. The strength of the teeth is ascertained by multiplying the square of their thickness into their breadth^ taken in inches and tenths, &c. The pitch is found by multiplying the thick- ness of the teeth fry 2*1. The number that represents the strength of the teeth, will also represent the number of horses* power, at a velocity of about four feet per second. Thus in the table where the pitch isS'\5 inches^ the thick- ness of the teeth 1*5 inches^ and the breadth 6* inches^ the strength is valued at 13^ horsed power ^ with a velocity of four feet per second at the pitch line. rCH-tP. IV.] ON THE TEETH OF WHEELS. k 3ABLB OP PITCHES OP WHEELS, 13S. With the breadth and thickness of the teeth, and Ijhe correBponding number of horses' power, moying at the * pitch line at the rate of three feet, of four feet, of six feet, and of eight feet per second. f Strength of iTiict- leeOi, or HorWB- Honun' Pbchb nsBof BrettJih Hones' poser at three feet pCTBccond. poneral power at iulHl. teetbm incha. ininSes. J^foTfra'^r I^^Di wcond. ' 3'fl9 1-il 7-fl 27-43 20-57 4114 54-85 . n$ 1-8 7-2 23 32 17-49 34-98 46-64 1 a-37 1-7 6-8 19 65 14-73 29-4G 39-28 1 3'36 le e-4 16 38 12-28 2i-,5G 32-74 1 3-13 1-5 e- 13 5 10-12 20-24 26-98 2-8* 1-4 5-e 10 97 8-22 16-44 21-92 ' 2-73 13 5-2 8 78 6-58 13-16 17-54 J-52 1-2 +■8 fi 91 5-18 10-36 13-81 S-31 1-1 *1 5 32 3-99 7-98 10-64 21 !-0 4- 4 0 3-0 B'O 8-0 i-8a ■iJ 3-6 S 91 2-18 4-36 5-81 I-fi8 ■s 3-2 2 04 1-53 3-06 3-08 1-47 -7 2-8 1 37 1.027 2-04 2-72 \u -6 2'4 86 ■64 1-38 1-84 1-05 ■5 2- ■5 •375 -75 r James Carmichael, millwright, (of Dundee.^ made the following- remarks to Buchanan on the strength, &c., of wheelwork. ilS-t. " Sir — It is a corroboration of the truth of the iles of pitches, that Mr. Roberton's table coincides very ly with columns marked y in jour tables ; but he to have overlooked the propriety of taking the :h of the teeth into bis calculations. I am, therefore, gtill of opinion, that the true value is in the columns aiarked z in your tables. Admitting the truth of the fundamental propositions. 106 ON THE TEETH OF WII&&L8. j^CfiAP; IT^ and, from a comparison of the tables of pitches, I would propose the following rule, which is on the same principle as that of columns z in your tables, for calculating the proportionate strength of the teeth of wheels. " Rule. — Multiply the breadth of the teeth by the square of the thickness, and divide the product by the length. The quotient will be the proportionate strength in horses* power, with a velocity of 2*27 feet per second. '* By that rule I have calculated the following table ; and, for the sake of comparison, I have taken three cases from Mr. Roberton's table, and three from your Tables 3d and 5th. (b EXPLANATION OF THE TABLE. " Column 2 contains the thickness of the teeth. The pitch is found by multiplying the thickness by 2'1 * ; and the length is found by multiplying the thickness by l*2t. " Column 5 contains the proportionate strength, and also the number of horses* power (proportionate to the case H, see p. 100) which the teeth are equal to, with a velocity of 2*27 feet per second. 1 2 3 4 5 6 7 8 Strength of teeth, or number of horses* power, at 2-27 feet Pitch in inches. Thick- ness of teeth in inches. Breadth of teeth in inches. Length of teeth in inches. Horses* power at three feet per second. Horses* power at SIX feet per second. Horses* power at eleven feet per second. per second. 3-9 1-9 7-6 2-28 11-73 15-46 30-92 56-84 2-9 1-4. 56 1-68 6-53 - 8-63 17-26 31-64 2-1 1- 4- 1-2 3-33 4-4 8-8 16-1 4- 1-904 8- 2-285 12-698 16-78 33-56 61-52 3- 1-428 8- 1-714 9-523 12-58 25-16 46- IJ •714 8- •857 4-752 6-27 12-54 23-02 * That is in order to make the space between the teeth a little wider than the thickness of a tooth. See Art. 132, t Respecting the length of teeth, see Art. 145. cn.ip. IV.] ON THE TEETH OF WHEELS. 107 " REMARKS. "1st. The last three cases in the table are taken from the Tables 3d and 5tb, and the results coincide so well with the columns marked z, that I presume the rule is just. " 2dly. The first three cases are from Roberton's table ; ihe second case is very near the same as in his table -, but the first is considerably less, and the third considerably more. Hence I infer that Roberton has taken his data from a pitch about three inches. " 3dly. If any two wheels have the length and thickness of their teeth in the same proportion to their respective pitches, the breadth of the teeth and the velocity being the same, i/ie strength will be dirextli/ as the pitches. The truth of this is deduced from the columns marked z in Tables 1st, 3d, and 5th." 135. Table of pitches of wheelwork, with the brendtk and thickness of the teeth, and the corresponding strength io horses* power, calculated by Carmichael's rule. TtWt- Breadth Lennh oftoHh LDiDches Sireneth of Hor-e,' Hoi««' Hor««' !>iidib teeth in uftedh iaiDchis. tW fe^l power al iii feet power at clcvpti fret inchea. p«f second. [ler lecond. 3-90 !•» 7-0 2-28 12-03 15-90 31-80 58-30 ■^■78 1-8 7-2 2-16 10-80 U-27 28-5* 52-32 3-57 1-7 6-8 20* 9-63 12-72 . 25'54 46-68 3-36 1-6 6-4 1-92 8-53 11-27 32-54 41-32 315 1-5 6-0 1-8U 7-50 9-91 19-82 3G-33 2»* 1-4 5-e l-(58 e-53 8-G3 17-26 31-64 2-73 1-3 52 l-.')6 5-63 7-44 14-88 27-28 S-52 1-2 4.-8 1-+4 4-80 G-34 12-C8 23-24 S-31 1-1 +■4 1-32 +■03 5-32 1 0-84 1954 S-10 l-« 40 1-20 3-33 4-40 6-81 ie-15 1-89 0-3 3-6 1-08 2-70 3-57 7-1* 13-09 < l-M (1-8 3-2 0-96 2-13 2-81 5-62 10-33 ,3-»" 0-7 2-8 0-8* l-«3 215 4-30 7-88 1-86 0-« 8-4 0-72 1-20 1-.S9 3-18 3-83 : 1-05 0-5 2-0 O'liO 0-83 110 220 4-03 108 ON THE TEETH OF' WHEELS. [CHAP. IV. 136. It is not perhaps quite so difficult, as our author imagined, to determine, from first principles, the strength proper for teeth of wheels, and such a method must always be preferred to empirical rules. We sh|dl here show how to apply those principles which will give the reader an oppor- tunity of comparing the two methods. In the first place let us consider under what circum- stances the strain on a tooth will be the greatest possible- Let A B c D be the side of a tooth, then it will be evident, that the strain will be greatest, when the stress is thrown upon one comer of the tooth, as at c, whether it be from irregular action or from any substance getting between the teeth. In such a case, it may be shown by the rules of mcurima and minimaj that e c being equal to c b, the strain will be greatest in the line e b ; and, in the case of fracture, it would take place according to that line. Since the thickness of a tooth is not regular, we shall have a result, sufficiently near for this purpose, if we express the relation between the stress and strain by ^ =-^ ^ ^^ ^ ^ — . (Essay on Cast Iron. Art V 8(fc) ^ ^ 81, and Art. 107 of this Essay,) which, wheny = 15,300 lbs. on a square inch, reduces to — ZJi=rf* = V the square of the thickness of the tooth in inches. But, a tooth should be capable of resisting this stress, when it is con- siderably worn by friction ; and an allowance fully equal to CHAP. IV.] ON THE TEETH OF WHEELS. 109 that which ought to take place before renewing the wearing parts of the machine, will be one third of the thickness of a tooth. Now to allow of this degree of wear in the tooth, and that it shoidd remain equal to the stress, it may be easily shown that the tooth should be capable of resisting 2^ times . , ^ , A ■■''5G H „ S H , (he power at the first ; therefore — — = d" : or 7 ^/ - = "■ ^\Tiere h is the number of horses which are equal to the poirer of the first mover ; v the velocity of the pitch line of the wheel in feet per second, and d the thickness of a looth in inches. Tliis investigation furnishes an easy practical rule for the thickness of teeth ; and, consequently, for the pitch of wheels and pinions ; we shall give it in words at length, nith an example, and then proceed to determine a rule for the breadth of teeth. 137. Find the number of horses which are equivalent to the power of the first mover of the train of machinery, and divide that number by the velocity, in feet per second, of the pitch line of the pinion or wheel ; extract the square root of the quotient, and three fourths of this root will be the least thickness of the tooth for the wheel or pinion, in laches. 1 LEAST QUA.VTril- OF PITCH FOR A WHEEL OB P ^Hl38. If the thickness of the teeth of the pinion be in- ^tonded to be the same as those of the wheel, multiply the :)ili.-kncse above determined by 2*1, the product will be the Tiiich required. ^HBut wc may observe, that if a pinion makes three turns. 110 ON THE TEETH OF WHEELS. [CHAP. IV. for example, while the wheel makes one, the teeth of the pinion will be worn three times the quantity of those of the wheeL Hence, to provide against such excess of wear, if the pinion makes n revolutions, while the wheel makes one, the pitch should be d inches, and the thickness 3 of the teeth of the pinion d inches, when d is the thickness of the teeth of the wheeL EXAMPLE. 139. Let the force of the first mover be equivalent to ten horses, and the velocity of the pitch line three feet per second. Dividing 10 by 3, we have 33- ; and the square root of 3^ (by the Table of Powers, Art 479.) is 1-83 nearly; and f x 1*83 = 1*45 inches for the thickness of the teeth of the wheel. Again, suppose the pinion to turn twice while the wheel turns once, then n = 2, and x 1*45 = 3*5 inches 3 the pitch. And X 1 '45 = 1 "93 inches, the thickness of the teeth of the pinion. THICKNESS OP WOODEN TEETH. 140. The kind of wood employed for teeth, is usually about one fourth of the strength of cast iron, and since the thickness of the teeth should vary inversely as the square root of the power of the material, the square root of \ being i, wooden teeth should be twice the thickness of cast iron teeth. The pitch of course will be greater in the same proportion. CHAP. IV.] ON THE TEETH OF WHEELS. TO DSTERMINE THE BRBADTH OF CAST IRON TEETH. UI. That case where a beam is fixed at one end, and thi- load acts at the other, applies to the teeth of wheels, in their general state of action, and the stress is i -. fArt. 107.) Ilcnce, when / = the length, and b = the breadth of a tooth, T12iL' = 212 b d\ (Essar/ on Out Iron, Art. 116.) And to allow one third of the thickness of the tooth for wear, the equation becomes .'I j( -j-.i^) jj I — = 212 b d*. But we have already seen, that ^=•££^1 therefore ?ijlli^^^= -556 b x 212, or H!=b. This calculation informs us what breadth is essential tor strength ; that is, the breadth should never be less ihan 1-2 multiplied by the length of the tooth; but, it may be proved that the durability is nearly in direct pro- portion to the breadth, and inversely as the pressure. Some of the maxims of our author, as far as regards the breadths of teeth, agree well with the theory of durability j but the conclusions respecting strength and the limits of pitch are not so much to be relied upon ; indeed the facts drawn from practical construction are not so well adapted for tlie latter object. 1 4-^2. If we suppose that teeth sis inches in breadth are idfficienfly durable for a power equivalent to 10 horses, en the pitch line moves at the rate of 3 feet per second j the Table of Wheels in p. 95, Art. 120. seems to indi- that this supposition is near the truth ; therefore '"' (■ " / 3 X 6 X H 1-8 H TT, . • I.,- 1 ..1. - ; o : : - : o = = ^. Ihat is, multiply the ■j F 10 w " HpBC^ po power hy X"8, and divide by the velocity of the 112 ON THE TEETH OF WHEELS. [CHAP. IV. pitch line in feet per second, the quotient will be the breadth in inches. EXAMPLE. Taking the case h in the table Art. 120, we have = — =7'53 inches: Messrs. Boulton and Watt V 11 in this case made the breadth 8 inches. T ,, , ., 1 1'8h 1*8 X 14 In the case k, by the same makers, = —pm = •^ V 6-65 3'8 inches. The breadth actually employed was 5 inches. Hence it appears, that, in a considerable range of power and velocity, our formula gives results below those actually employed, but the breadth assigned by the table calculated by Mr. Roberton, Art. 133, is always vastly below ours in the greater powers ; indeed it is manifestly erroneous in the breadths, for where the moving power is doubled, the breadth is increased only one third. In the thickness of teeth, it nearly agrees with our rule. BREADTH OP WOODEN TEETH. 143. For wooden teeth we may take, as the basis of a practical rule, the case n in the table, Art. 120 ; which, ex- pressed in the nearest whole number, is — = 6 in inches. V EXAMPLE. In the case o ; h =4 horses, and v =4*8 feet per second ; therefore, — = =4*17 inches the breadth : the actual i; 4-8 ' breadth used was 4f inches. ,v.] ON THE TEETH OK WHEELS. 113 OP THE GIBENOTH OF aiAVE9 FOR TBUNDLBS. 144. TTiis is a subject our author has not touched upon, but we consider it necessary to examine the strength of stares, because trundles seem capable of improvement, and thi'v have some advantages which toothed pinions have not. If tlie length of a stave in feet ho I, its diameter in inches «/, and the stress upon it ^ ; which is supposed ti) act at the weakest part of the stave ; that is, in the middle of its length ; then, by the rule for the strength of cjlmders, (Sssai/ on Cast Iron', Art. 129,) =rf^ Now, if it be made to resist 3^ times the power when first made, in order to allow for wear : we shall have *^ ' 500 V =d', or ( ) =d; or with sufficient accuracy, it is ^L EXAMPLE. ^r Let the power of the first mover be equal to 10 horses, the velocitv of the pitch line 3 feet per second, and the rth of the stave -{i of a foot ; then 2 i^) ' = a (l^ilA' ) * ' ^ V ' ^ 3 ' ix 1*442 = 2"884' inches the diameter of the stave. p45. We take the liberty of inserting the following tablo I a respectable periodical publication, as we purpose to K its application, knowing it maybe of use to millwrights f- ' TredgoM'ii work, whicL we occasionally quote. t This very useful table was printed in a small pamjihlet, price one I 1803, but IE nt present out of print. Wben tbe nuniber of 1 10, look for tbe nulius of double tbe number of tcetb, Pit win be the mdius required. Wbeu the number of teeth ex- ^look for the radius of half tbe number of teeth, the double of Kieh win Ik tie otie required. 114 ON THE TEETH OF WHEELS. [CHAP.ITb TABLE OP THE RADII OP WHEELS, PROM TEN TO THRU BUlHttlD IIRI, THE PITCH* BEING TWO INCHES. BY B. DONKIN, ESQ., CIVIL ENGINEER, LONMIT. No. of Radius in No. of RadiuB in No. of Radius in No. of Rib. teeth. inches. teeth. inches. teeth. inches. teeth. •^^^L^ 10 3-236 47 14-972 84 26-741 121 88-5« 11 3-549 48 15-290 85 27063 122 88-881 12 3-864 49 15-608 86 27-381 123 39-151 13 4-179 50 15-926 87 27-699 124 39-47 U 4-494 51 16-244 88 28-017 125 89^ 15 4*810 52 16-562 89 28-336 126 40-11 16 5-126 53 16-880 90 28-654 127 40-4S 17 5-442 54 17-198 91 28-972 128 40-74 18 5-759 55 17-517 92 29-290 129 41-06 19 6-076 56 17-835 93 29-608 130 41-38 20 6-392 57 18-153 94 29-927 131 4f7a 21 6-710 58 18-471 95 30-245 132 42-OS 22 7-027 59 18-789 96 30-563 133 42-33 23 7-344 60 19-107 97 30-881 134 42-63 24 7-661 61 19-425 98 31-200 135 42-97 25 7-979 62 19-744 99 31-518 136 43-28 2(J 8-296 63 20-062 100 31-836 137 43-61 27 8-614 64 20-380 101 32-155 138 48-93 28 8-931 65 20-698 102 32-473 139 44-24 29 9-249 66 21-016 103 32-791 140 44-56 30 9-567 67 21-335 104 33-109 141 44-88 31 9-885 68 21-653 105 33-427 142 45-26 32 10-202 69 21-971 106 33-746 143 45-5S 33 10-520 70 22-289 107 34-064 144 45-84 34 10-838 71 22-607 108 34-382 145 46-15 35 11-156 72 22-926 109 34-700 146 46-47 36 11-474 73 23-244 110 35-018 147 46-79 37 11-792 74 23-562 111 35-337 148 47-11 38 12-110 75 23-880 112 35-655 149 47-43 39 12-428 76 24-198 113 35-974 150 47-75 40 12-746 1 t 24-517 114 36-292 151 48-06 41 1 3-064 78 24-835 115 36-61 1 152 48-38 42 13-382 79 25-153 116 36-929 153 48-70 43 13-700 80 25-471 117 37-247 154 49-08 44 14-018 81 25-790 118 37-565 155 49-34 45 14-336 1 82 26-108 119 37-883 156 49-66 46 14-654 83 26-426 120 38-202 157 49-97 * By the pitch is understood the distance between the oentrM of H contiguous teeth ; and by the radius is understood the distance betwaea t centre of the wheel and the centre of each tooth. For any other pill say, as two inches is to the radius in the table, so is the gi^en pitdi fee i radius required. pp. IV.] ON THE TF,ETU OF WHEKLS. 115 ^^^| B bdkub No. of lUdiluiD No. of lUdius in No. of Htulimin ^^H ■ iach«>. teeth. iMLh. inches. teeth. inchau 1 lig 1 ao-ane 194 61-755 230 73-214 266 84-673 I!3 oO-ei5 195 62-073 231 73-532 267 84-901 m 50933 196 62-392 232 73-850 268 83-300 ^^^^1 1 51-25) 197 62-710 233 74-168 260 83-627 ^^^^H i 51-569 198 63-028 234 74-487 270 85-946 ^^^^H '( 51-888 100 63-346 235 74-805 271 86-264 ^^^^H H 52-20e 200 63-665 236 75-123 272 86-582 ^^^^1 ffi 52-524 201 63-983 237 75-441 273 86-900 ^^^^1 «B 52-8*3 202 64-301 238 75-700 274 87-219 ^^^H fi7 53-1 Gl 203 64-620 230 76-078 275 87-537 ■^^^B S8 fi3-i79 204 64-938 240 76-397 276 87-855 ^^^^M W 53-798 205 65-236 241 76-715 277 88-174 ^^^^M W 5VII8 206 63-574 242 77-1133 278 88-492 1 5t-434 207 63-893 243 77-351 279 88-810 ^^^^M 5*--52 208 6B-211 244 77-670 280 89-120 ^^^^M 55-071 209 66-529 245 77-988 281 80-447 ^^^^M ; 55-380 210 66-848 246 78-306 282 80-763 ^^^^M 55-7fl7 211 67-166 247 78-623 283 90-084 ^^^^M 56-026- 212 67-484 248 78-943 284 80-402 ^^^H 5B344 213 67-803 249 79-261 285 90-720 ^^^H ■- 58-662 214 68-121 230 70-580 286 91-038 ^^^^1 P 56-980 213 68-439 251 70-898 287 91-357 ^^^H 57-299 216 68-757 252 80-216 288 91-675 ^^^H 57-617 217 69-075 253 80-534 289 91-993 ^^^^1 57-935 218 69-394 234 80-853 290 92-312 ^^^^M 58-253 219 69-712 253 81-171 291 92-630 ^^^^M 58-572 220 70-031 256 81-489 292 92-948 ^^^^M 58-890 221 70-349 257 81-808 293 93-267 ^^^^M 5S-2O0 222 70-667 258 82-126 294 03-585 ^^^^M 59-327 223 70-985 259 82-444 295 93-903 59-845 224 71-304 260 82-763 296 04-222 ^^^H eo-163 225 71-622 261 83-081 297 94-540 ^^^H 00-482 22G 71-941 262 83-399 298 94-858 ^^^H 90-800 227 72-258 263 83-717 299 95-177 ^^^H 6M18 22S 72-577 264 84-036 300 95-495 ^^^H 6I-43S 229 72-805 265 84-354 ^^M OF AO&ANGmC THE NUMBERS OF WHEEL-WORK. ^^^H , In a machine, the velocity of the impelled pniat ^^^| be to that of the working point in the ratio which ^^H pted to the maximuni effect of the moving power on ^^^| le port, and the best working effect on the other part. ^^^| ther arrangement of the relative motions of the parts ^^H . M 116 ON THE TEETH OF WHEELS. [cHAP. IV. of a machine must clearly be attended with a loss of power, or the work will not be done properly. But when the best working velocity is known, and also that which enables the first mover to produce the greatest effect ; the proper ar- rangement 6f the numbers of the teeth of the wheels and pinions is a very simple operation. The subject has been treated of for particular machines, by several writers ; but since it has been chiefly under a somewhat erroneous view of the real nature of the maximum effect of machines, it will be perhaps of use to give a general formula, and a few particular examples, to save the trouble of reference, and render the work somewhat more complete*. It will be an advantage to advertise the young mechanic of one or two essential particulars, before proceeding to the principal object. 147. In the first place, when the wheels drive the pinions, the number of teeth in any one pinion should not be less than 8 ; but rather let there be 11 or 12 if it can be done conveniently. And in the particular form of teeth described in Art. 30, the number of teeth in a pinion should not be less than 10 ; but it would be better to have 13 or 14. (See Art. 34 to 37.) 148. Secondly, when the pinions drive the wheels, the number of teeth on a pinion may be less ; but it will not in anv case be desirable to have fewer than 6 teeth on a pinion ; and give the preference to 8 or 9, where it can be done with convenience. 149. Thirdly, the number of teeth in a wheel should be prime to the number of teeth in its pinion ; that is, the * The methods of adjusting the numbers of wheel- work, so that the con- temporary revolutions may be always in a given ratio, is a distinct branch of this subject, chiefly useful in clock and watch- work, planetary machines, and the like ; and since our plan does not include the construction of such machines, the reader, desirous of such information, may consult Camus on the Teeth of Wheels. CHAP. IV.3 ON THE TEETH OF AVHEELS. 11? number representing the teeth in the wheel should not be divisible by the number of teeth in the pinion without a remainder. And as the numbers of pinions will in general be first settled, it will be an advantage to take a prime number for each pinion, as 7> 11> 13, 175 19, 23, &c., be- cause such numbers are seldomer factors than others. But when it happens that a prime number can be directly fixed upon for the wheel, any whole number which ap- proaches near to the required ratio will answer for the pinion; as minute accuracy is not required. A prime number for the wheel, or one which is not divisible by the number of the pinion, is esteemed the best, because the same teeth will not always come together, and the wear will be more uniform. 150. Foiurthly, if it be desired that a given increase or decrease of velocity should be communicated with the least quantity of wheel- work, it has been shown that the number of teeth on each pinion should be to the number on its wheel, 08 1 : 3-59. (Dr. Young's Nat. Phil. Vol. II. Art. S66.) But, on account of the space required for several wheels, and the expense of them, it will often be necessary to have 5 or 6 times the number of teeth on the wheel that there is on the pinion. The ratio of 1 : 6 should however not be exceeded, unless there be some other important reason for a higher ratio. 151. Of calculating the Numbers for Wheel-Work. Let n be the number of revolutions per minute for the first axis^ to which the moving power gives motion ; and n the number of revolutions per minute of the last axis, where the resistance or working point is. Then, n : n : : 1 : — » which is the ratio the velocity is to be increased or di- mimshed. If this ratio shpuld not exceed 1:6a single wheel and 118 ON THE TEETH OF WHEELS. [CHAP. IV^* pinion will be sufficient ; but when it exceeds that ratioy more will be necessary. When each of the pinions has the same number of teedx, and each wheel the same number ; then, the ratio of th.^ number on a pinion, will be to the number on a wheel as 1 : ^; oras 1 : (^V' ., ^ The number of pinions being a. But it is sometimes necessary to adapt the trains of ma- chinery to produce diflferent velocities at the working points, and it is on this account often desirable to vary the size of the wheels. Then, the ratio 1 : - must be decomposed into factors suitable to the nature of the work to be done ; if those factors be any numbers a, b, c, &c. the ratio will be 1 : a X 6 X c, &c. : — (2.) The first mover should be as near as possible to the re- sistance. But, when it is absolutely necessary to perform operations at a considerable distance from the first mover, the velocity of the communicating shafts should be brought up, as near as possible, to the first mover, to that which is most advantageous for the difierent species of work. But the velocities of the parts of machines are often given in feet per second ; let v be the velocity in feet per second ; then 60 1; is the feet described in a minute. Also let d X 3*1416 be the circumference which moves with the velocity V ; then g,^^^^^ = —^ — being the revoluticms which the axis makes in a minute. When the first mover acts with a velocity v at the dis- , . -. , . ^ 10-09t7 tance ^ a from the axis; then — j — = n ; and the ratio CIMP. IV.] ON THE TEETH OF WHEELS. 119 6f the teeth on tlie pinions should be to those on the wheels (3.) ^9f)-09tt And, when the velocity v of the working point is also given, 19-09 V ■ N ; and the ratio of the teeth on the nitiionsshouldbeto those on the wheels as 1 : ( — \z (4.) If the velocity is to be decreased, then it will be as the fheeU are to the pinions, instead of the pinions to the wheels. The use of these proportions will be best illus- irated by examples. I5'i Example I. Let it be required to calculate the numbers for a com mill moved by an overshot water-wheel. This case comes under Proportion (l). where o, the number of pinions, will never exceed 2, and not often more than 1. And in order that the grain may not be too much heated in grinding, the velocity of the circumference of the miUstonc, should not he greater than 23 feet per second, hence v = 23 ; and d will be the diameter of the millstone in feet. 153. If we suppose the wheel and its concomitants to offer no resistance to the impulse of the water, it is manifest that the velocity of the circumference will then be the wme as that with which the water strikes it, or that which .ue to the whole height of the fall, and will therefore be iS9ed by V = -J '■Zgh; where h denotes the height of fall in feet ; « the velocity in feet per second, and g = feet, the velocity generated by gravity. But it is not consistent with the laws of nature that a machine can he put in motion without offering some re- liance to the moving power ; for, in the first place, the 120 ON THE TEETH OF WHEELS. [CHAP. IV. friction of the parts has to be oyercome, and it must be a machine of a very simple construction indeed, if the ac- complishment of this alone does not expend one-half of the force applied : but in the generality of combinations, it will be found to balance nearly two-thirds of the power ap- plied ; we will therefore be pretty near the truth by as- suming the friction as equivalent to two-thirds of the moving power. In the next place, there is the resistance to be overcome at the working point, and this is equivalent to the quan- tity of work to be performed, which must therefore expend the remaining third of the moving power. ^ It thence ap- pears, that, in the case of an overshot water-wheel, the height of the fall which produces the velocity of the cir- cumference, must be divided into two parts ; one part to over- come the friction, and the otiier to produce the useful effect Let e be that part of the fall which is competent to over- come the friction of the loaded machine only; or that which corresponds to the velocity when the useful effect is nothing ; and let x be that part of the fall producing the velocity corresponding to the maximum of useful effect It is therefore manifest, that the effective force of the water on the wheel, when the work done is the greatest possible, will always be proportional to A — a: ; and when the work done is nothings the effective force will always be proper- tional to h — e. Now, the difference of these two quan- tities drawn into the velocity must be a maximum when the greatest effect is obtained ; hence we have v (A — or — A -h ^) = ?^ (^ — a:) a maximum. But, by the laws of fall- ing bodies, we have v= >/ Q,gx\ let this be substituted for V in the above expression, and it becomes ^/ Q,gx (e — x)y a maximum ; or by dropping the constant factor 2 g*, it is e X ^ or — dL maximum. Let this expression be CHAP.IY.J ON THE TEETH OF WHEELS. 121 thrown into fluxions and equated with zero or nothing, and it becomes ^ € /64ixjA = 2-673 ^h. We have next to determine the diameter of the wheel in relation to the heigl;it of the fall when the effect is a maximum ; and for this purpose, let ^ be equal to that por- tion of the circumference which is loaded with water, and x equal the arc comprehended between the point of impact and the horizontal radius ; then, by the principles of men- suration, the magnitude of the solid which represents the effective force, is ^ i {jLH V where h is the section of the stream supplying the buckets. But this, by the ques- tion, is to be a maximum. Let it therefore be thrown into fluxions, and put equal to zero, and we get from which by transposition we get and reducing the quadratic by the rules of algebra, it be- comes ■ar=^(l-^/f). But 1 - >/i= 1 - 70711 =-29289 ; hence we get ar=-29289^; and^ = •29289 122 ON THE TEETH OF WHEELS. [CHAP. IV. It is, however, obvious, that the difference between ihe two arcs and a:, must be equal to a quadrant ; that is, ,gQggQ-ar=90^ and this gives x^SJ"" 1&. Let r denote the radius of the wheel, estimated from the centre to the remote point of the bucket ; then will r (1 4- sin. 37* 16') express the eflGective height of the ML But the natural sine of 37** 16', is '60553 ; hence we have 1*60553 r for the effective height; and if the absolute height of the fall be equivalent to nine-eighths of the effective height, we shall have A=l*8062 r ; consequently, r — *554f h and rf=2 r=l*108 h. Having thus determined the values of v and d^ let them be substituted in the ap- propriate Proportion number (4) preceding, and we get 1 : ^ — ^ — , when there is only one pinion j but when there are two pinions, it becomes asl:{?:^}*. In practice, the height of the fall and the diameter of the millstone will always be known ; in the present in- stance let D = 5 feet, and A = 16 feet ; then we have >/ 16 = 4, and therefore it is ^ . 9*54 X 4 X ■ f 5 or as 1 : 7*632. Now it will be better, in this case, to have two pinions, since the ratio is greater than 1:6; there- fore as 1 : 7*632^ or as 1 : 2*763, so is the teeth in each pinion to the teeth in its wheeL And making the prime number 11 the number of teeth of each pinion, we shall have 1 1 X 2*763 = 30, the nearest whole number for the teeth of each wheel. The thickness of the teeth being found by the rules for that purpose, (see Art 137,) the CHAP. IV.] ON THE TEETH OF WHEELS. I'iS radius of the wheels and pinions will be found by the table of radii, (Art. 14.5.) ;ijain, let the fall be 4'8-l- feet, the diameter of the mill- stone being 5 feet as before ; then, .j k = 'i'Q, and 1: — becomes as 1 : 4'1976. Here one pinion or trun- D file will be best ; and making the teeth on the pinion 1 1 those on the wheel will be 11 x 4'-1976 = 4i6 in the nearest wliolc number. The young millwright will find it useful to calculate a table by these rules, which might be extended to under- shot wheels, and exhibit at one view the whole construction mills. 154-. Example II. Let it be required to arrange the lumbers for a machine for raising water, where the pumps are to make N strokes per minute, the velocity of the moving power being v feet per second, and the diameter of the circle described by the power d feet. This case is an example of the use of Proportion (3), or 1 : (^ — 1„ — J-. Now let the moving power be a horse, where v is 2^ feet per second, (Art. 119,) and d the dia- meter of his track, 30 feet ; the pump to make 20 strokes em r minute, or n=20, then the ratio is I : ■., t 19-09 x^i^ 1 : 1'2*6 nearly. Therefore if the pinion have 13 teeth, wheel should have 13x 12-6 = 164 teeth in the nearest whole numbers. But we should prefer making two piniona, and then the ratio will be 1 : v liJ*6 or as 1 : 3-549 nearly, and each pinion having 1 1 teeth, the wheels should each have H] X 3-549 = 39 teeth. ^HfThese examples will perhaps be sufficient to explain the ^^bdc of calculation ; and when once it is understood, it ^^Bl vur)- easily be applied to other cases ; and will be 134 ON THE TEETH OF WHEELS. [CHAP. IV. found somewhat more convenient than the methods usually followed. PRACTICAL OBSERVATIONS WITH REGARD TO THE MAKING OF PATTERNS FOR CAST IRON WHEELS. 155. Having determined the pitch of the wheel strong enough for the purpose to which it is to be applied, the thickness of the tooth serves to regulate the proportionate strength of the other parts. A very respectable millwright informs me, that he has for a considerable time adopted the following rule for de- termining the length of the teeth of wheels, the practical efficacy of which he has found quite satisfactory. Rule. — Make the length of the teeth equal to the pitchy deducting freedom^ (by the freedom is meant the distance at the top of one tooth, and the root of another measured at the line of centres,) in other words, the distance from root to root of the teeth, at the line of teeth when the wheels are in action, exactly equal to the pitch. For example — ^he makes the teeth of two inches' pitch, 1 inch and ii in length, which is allowing iV of freedom. Another respectable millwright, who has had much ex. perience, particularly in miUs moved by horses, has for a considerable time past made the teeth of his wheels in length only one half of the pitch, and works them as deef as possible without the point touching the bottoms. Be- fore he fell on this expedient, he found the teeth exceed- ingly liable to be broken fix)m any sudden motion of the horses*. Indeed, ujwn reflection, it will be found there is no oc- casion for more freedom, than that the point of the tooth of the one wheel shall just clear the ring of the other ; * lUcspccting the length of icclb, sscc Art. 2D, 42, luid 47. MAP. IV,] ON THE TEETH OF WHEELS. 195 more than this must only serve to weaken the teeth. The Diixle of gearing, however, ahove alhided to, is more neces- sary in horse mills than where the moving power is steady lad regular. HattoQ (on Clock-work) recommends making the dis- lance of the pitch line | of what we call the thickness of the tooth. Thus, suppose the rule applied to a two inch pitch and that the tooth and space were exactly equal, then the tooth would project f of an inch beyond the pitch line, (nil its root would be as far within the pitch line, as to re- eeive freely the tooth intended to act on it: suppose it also J, then the tooth would be 1 J inch long, besides the free- dom, which, making as above, iV, the tooth would be in »11 lU inch long. 156. But it is to be remarked, that the millwright, in naking his pattern for a cast iron wheel, has to attend to I drcumstance arising from the nature of that material. The pattern must not only be of such a form as to be suf- ficiently strong, calculating by the bulk of the parts, but |lso proportioned, so that when the fluid metal is poured B the mould, it may cool in every part nearly at the same bie. HTien due attention is not paid to this circumstance, as e metal is cooling, if it contract faster in one part than I another, it will be apt to break somewhere, just as a haking glass is broken by suddenly cooling or heating in ly particular part of it. In all patterns for cast iron, kout J of an inch to the foot, should he allowed for the Btraction of the metal in cooling. Attention must also be paid to taper the several parts, that they may rise freely without injuring the mould, 1 the founder is drawing them out of the sand. A lie observation of the operations of a common foundry, 1 better instruct on this part of the subject than many We niav obser\'C, however, that about Vs of an 126 ON THE TEETH OF WHEELS. [chap. inch, in a depth of 6 inches, is commonly a taper. 157* Attending to those circumstances, weoffer the folio ing proportions as having heen found to answer in practi Make the thickness of the ring a e equal to the thie ness of the tooth a c near its root. When the ring* made thinner than the root of the tooth, the ring common, gives way to a strain, which would not hreak the tooth. Make the arm, at the part where it proceeds from ring, of the same hreadth and thickness as the ring ; 18 '7 Pio. 2. Fig. 3. Fio. 4. at the junction «» ^ let it he so formed as to take off any acute angle which would he apt to break off in sand. CHAP. IV.2 ^^ THE TEETH OF WHEELS. 127 The arms should become larger as they approach the centre of the wheel, (see Emerson, Prop. 119, Rule 8,) and the eye e, should be sufficiently strong to resist the driving of the wedges, by means of which it is to be fixed on the shaft. This cannot be brought easily to calculation. On the other hand, care must be taken not to make the eye so thick as to endanger unequal cooling. It should be somewhat broader than the breadth of the teeth, in order that it may be the firmer on the shaft : this breadth must be greater in proportion as the wheel is large. When the ring a e is about an inch thick, it is common to make the eye about an inch and a quarter thickness, and about one-fifth broader than the ring, when the wheel is about four feet diameter. Small wheels have generally but four arms, but it being improper to have a great space of the ring unsupported, the number of arms should be increased in large wheels. In order to strengthen the arms with little increase of metal, it is not unusual to make them feathered, which is done by adding a thin plate to the metal at right angles to the arm, as represented by figure third. Fig. 4 is a section of Fig. 3, at a b. The same rules apply to bevelled wheels ; of the prac- tical mode of laying down the working drawings of which we have already spoken. But it is proper to observe, that the eye of a bevelled wheel should be placed more on that side which is furthest from the centre of the ideal cone of which the wheel forms a part. 158. When wheels are beyond a certain size, it becomes necessary to have patterns sometimes made for them, cast in parts, which are afterwards united by means of bolts. To prevent the bad eflects of unequal contraction, the arms may be forked or curved, as in the second figure ; the forked or curved parts are commonly of the same radius as tihe wheel, and spring from the half length of the arms. 128 ON THE TEETH OF WHEELS. [CHAP. !>?"• MATBBIALS OF PATTERNS. 1 59. The patterns should be made of well-seasoned wooci The most proper is clean mahogany*, but that being no^^ very expensive, white deal is most commonly used. BeeaXl is very often used for the teeth, and being a close graine*^ wood, it may be made very smooth. It is almost superfluous to say, that the workmanship of wheel patterns should be such as to produce great accuracy^ and a smooth surface, the former being essential to the good movement of the wheels, and the latter to make the patterns produce a good and clean impression in the sand It is a conmion practice, in many places, to make teeth very large in the pattern, and after fixing the wheels on their shafts, to chip and file the teeth to the proper size ; but we doubt whether this practice be really advantageous ; for besides the great time which it occupies thus to dresa the iron teeth, and the consequent expense, there is the loss of the outer skin (if we may use the expression) of the cast iron, which is by far its most smooth and durable part. In cotton mills, therefore, this absurd method is now bat seldom practised t. * The common chestnut tree is equal to any wood that can bo used ; and its dimensions adapt it equally well for moulds with Honduras mahogany. t Messrs. Peel, Williams, and Co., have, after great time, trouble, and expense, made and arranged a very great number of patterns of wheels, so as to suit almost every case that can in practice occur. They have published a complete list of them, which they intend inserting also in the '^ Repertory of Arts." In my opinion, what they have done is a material national be- nefit ; their expense, I am informed, for patterns, has not been less than four thousand pounds. There is, however, every reason to think, that it will be an excellent thing ultimately for themselves, as well as of great practical utility to the public. — Buchanan. CHAPTER V. » THE USE OP CHARTS, AND SOME FURTHER EXPLANATION [ 0? THE CONSTRUCTION OF THE TABLES OF PITCHES OF [ VHEEL-WORK. . When quantities of any kind, such as time, space, My, &c., expressed in numbers, are mentioned, it often s a painful exertion of the mind to recollect and e them. Hence the utility of bringing them into one r in tables. But there is another motlc of comparing iDtities not so generally practised, though, in many I much more easy and satisfactory to the mind. I I to charts, in which, instead of using figures, as in tafiles, the quantities are geometrically represented. This ■ done by dinding the sides of a square or rectangle into ' i|ual parts, and drawing parallel lines at right angles from tiL' divisions. The quantities are pointed off at certain itersections of these scales. llli. WTicn the quantities increase or decrease in arith- in'tical proportion, as 1, 2, 3, 4, &c., that proportion will !k' represented by a straight line, which will pass through thfse points. \(>'2. But supposing the quantities to increase in geome- ial proportion, as 1, 4, 9, l6, &c., the line passing 'rdugh the points of intersection will form a curve. These two cases will be best explained by examples. K).'?. F^rst, Suppose the value of any thing to increase as 'eight, — the scale on the one side of the square will I represent the value, and that on another the weight. at AC, I'ig. I. Plate I., represent weight, (say ounces.) AD value, (say shillings.) Now, suppose we mark tho 130 ON THE TEETH OF WHEELS. [CHAP. Y. price of four ounces, it is done by placing a dot opposite to four, on the line of value, and opposite to four on the line of weight, at the intersections of the perpendiculars from these points, which intersection is marked by d on the figuie. In the same manner, we may mark the value of 1 2, 3, 5, 6 ounces. These points are marked a b c e fy and the straight line a b passes through them all, and shews the regular progress of the proportion. It is of no consequence whether the divisions on the line A c be greater or less than those on a d, provided the lines be divided into equal parts. 164. Second y Suppose an accelerating motion, such as that of a falling body, is to be laid down on a chart, — ^this motion increases as the squares of the times ; that is, the body falls a certain distance in the first second of time, four times that distance in the next second, and nine times in the third second, &c. These points are accordingly marked in Figure ^ by a opposite to 1 on both scales, by b opposite 2 on the scale of time, A D and 4 on that of motion a c ; by c, opposite S, on a d, and 9 on a c, &c., the line a b passing through these points forms a curve. 165. When the proportion of any kind is regular, the curve has a regular easy sweep ; if otherwise, the curve will undulate, or have irregular windings. Hence, it is a good mode of proving many kinds of tables, to lay down the quantities thus geometrically ; for if there be any material error, when the proportion ought to be regular, an elbow will appear in the line a b. 166. Much calculation, too, may often be saved, for when a few of the principal points at some distance from each other are obtained in the curve, the rest of it may be easily found, by drawing the curve between them with a slip of thin wood, or any other such means of producing an easy curve. CHAP. V.3 ON THE TEETH OF WHEELS. 131 167. Charts, on similar principles, are used for many purposes ; for example, there are biographical charts, show- ing the periods when eminent men appeared, and the rela- tive length of their lives. They are also used for represent- ing revenue of any kind, which generally forms an undu- lating line, as does also the charts of the heights of the ba- rometer, or the temperature indicated by the thermometer. The heights of mountains, the tides — ^in short, they may be considered as merely scales of equal parts, and, of course, are applicable to all subjects capable of being represented by numbers. 168. In order to give a more distinct comparative view of the tables of pitches, in the ^^ Essay on the Teeth of Wheels,*' we shall lay their contents down in one chart, but previously collect all these tables, and give some further explanation of their mode of construction. TABLES OP PITCHES OF WHEEL-WORK. (See Chap. IV., Art. 123—129.) TABLE I*. Velocity of the pitch line being 3 feet per second, and breadth of teeth 9 inches. w X Y Z Htehin inches. Breedth of teeth in inches. Value of strength in hontcs* power. Value of strength in honics' power. 4 8i 3 2i 2 1 9 9 9 9 9 9 9 16- 12-25 9- 6-25 4- 2-25 1- 12- 10-5 9- 7-5 6- 4-5 3- * Tables I. and 11. are for teeth attached to water-wheels, where liable to be worn by aand and water. k2 las ON THE TEETH OF WHEELS. [CH TABLl U. The velocity being 3 feet per second, and the bi of the teeth double each pitch. w X Y Z Ktcfain Twice the Dieedth. Value of Itrength in hones' power. Value of ttrmgth in homt* power. 4 3* 3 2 1* 1 8 7 6 5 4 3 2 14-22 9-53 6- 3-47 1-77 •75 •22 10-66 8-17 6- 4-16 2-65 1-5 '66 TABLB in*. The velocity being 1 1 feet per second, and the br of teeth 8 inches. w X Y Z Pitch in inches. BreMlth of teeth in inches. Value of strength in horses* power. Value of strength in horses* power. 4 3i 3 H 2 1 00 00 00 00 00 00 00 81-77 62-61 46- 31*94 20-44 11-5 5*11 61-33 53-66 46- 38-33 30-66 23* 15-33 • TiWce III^ IV^ V^ and VI. are for teeth properly greased, from sand. UP. v.] ON THE TEETH OF WHEELS. 133 TABLE IV. The velocity being 1 1 feet per second, and the breadth )able each pitch. w X Y Z Pitrhin inches. Twice the pitch in breadth. Value of strength in hones* power. Value.of strength in hones* power. 4 3i 3 H 2 H 1 8 7 6 5 4 3 2 81-77 54-78 34-5 19-95 10*22 4-31 1-28 61-33 46-95 34-5 23-94 15-33 8-62 3-84 TABLE V. The velocity being 3 feet per second, and breadth of Beth 8 inches. w X Y Z Pitch in inches. Breadth of teeth in inches. Value of strength in horses* power. Value of strength in horses' power. 4 3 H 2 1 8 8 8 8 8 8 8 22-30 1707 12-54 8-71 5-57 3-13 1-39 16-72 14-63 12-54 10-45 8-36 6-26 417 134 ON THE TEETH OF WHEELS. [CHAP. Y. TABLB Vr. The velocity being 3 feet per second, and breadth double each pitch. w X Y Z PHchin inches. Twice the pitch in breadth* Value of strength in hones' power* Value of strengui in hones' power. 4 3 H 2 1 8 7 6 5 4 3 2 22-30 14-93 9-4 5*44 2-78 117 0-34 16-72 12-79 9-4 6-53 4-17 2-34 1-02 BEFEBENCB TO TABLB I*, ART* 123, IN THB E8SAT ON XHB TBBTH OF WHBBL8* 169. Column X is omitted in Tables I., III., and V., being only a repetition of the same breadth for all the pitches of each table, but as being perhaps plainer, they are inserted here. The numbers in column y are found by squaring the pitch in column w. — (See Proposition I. p. 83.) EXAMPLE. The square of 4, (the pitch in inches) >= 16, the value of strength in horses* power. — (See the first line of table.) The column z is found by inverse proportion. — (See Prop. II. p. 85.) taking three inches, (the standard pitch,) always as the first term, the pitch column, w, as the second, and the horses' power, in column y, as the third term. CHAP, v.] ON THE TEETH OF WHEELS. 135 EXAMPLE. hi In. HonaT power. Honw* power. 3:4:: 16 : 12 (See first line of table.) 3:1:: 1 : 3 (See last line of table.) &BPBRSNCB TO TABLE II. 170. The numbers in column y are found here by direct proportion from Table I., nine inches (the breadth in TaMe I.) being always the first term of the proportion ; the horses' power in y, Table I. the second, and the breadth in x. Table II. the third term. EXAMPLE. iB-Bomr power. In. R 9 : 16: : 8 : 14-22 (See Table II. line first). Column 2 is found, as in Table I. by inverse proportion, 3 inches (the standard pitch) being always the first term. Thus, ^ Ib. Honei^ power. Honei* power. 3:4:: 14-22 : 10-66.— (See first line of table.) RBPBRBNCB TO TABLB III. 171. The numbers in column y are found by direct pro- portion, taking 9 (the square of the standard pitch of three inches) as the first term, and the square of the pitch in w as the second term. EXAMPLE. As 9 (the square of 3 inch pitch) Is to 16 (the square of 4 inch pitch). So is 46 horses' power (the value in column y of 3 inch pitch) To 81*77.— (See first line of table.) 136 ON THE TEETH OF WHEELS. [CHAP. Y. Column z is found by inverse proportion, as in former tables. EXAMPLE. In. In. Honcft* power. Hones* power. 3 : 4 : : 8177 : 61-33 (See Istlme of table.) BEFKBBNCB TO TABLE IV. 172. The numbers in column y are found here in a manner similar to Table II. by direct proportion. EXAMPLE. In. In. Hortc** power. Horaet* power. 8:7:: 62-61 : 54-78.— (See 2d line of table.) The numbers in column z are found, as in the former tables, by inverse proportion, In. In. Hortct* power. Hones* power. 3 : 4 : : 8177 : 61-33.— (See 1st line of table.) KEFEBENCE TO TABLE V. 173. The numbers in column y of this table are found by direct proportion from column y of Table IV., 1 1 feet (velocity per second) being always the first term, and 3 feet (velocity) the second term. Ft. Ft. Hones' power. Horaes' power Thus, 11 : 3 : : 81-77 : 22-30.— (See Istlme of table.) Column z is found by inverse proportion, as in all the former tables : In. In. Horses' power. Horses* power. Thus, 3:4:: 22-30 : 16'72.— (See Istlme of table.) RBFBBBNCB TO TABLB VI. 174. The numbers in column y and z in this taUe^ are I: CHAP, v.] ON THE TEETH OF WHEELS, 137 I fbnoed from Table V. in the same mamicr as those columns I in Table II, are formed from Table I. The only differ- lence in Table VI. from Table V. is that which arises ■from the difference of the breadth of the teeth. EXPLANATION OF THE CHABT. 175. The scale on the line a b represents tlic pitch in [inches. The scale on the line a c the horses' power ; a single iinple will probably be sufficient to illustrate the use of [fbe chart. Suppose the pitch to be 3^ inches, let it be required to 1 the horses' power to which that pitch is equal when Kmg at 3 feet per second, in situations where properly P greased and free from sand — observe, where the line from I file pitch 3^ intersects the curve z of Table VI. perpen- iitular to the point of intersection, on the line ac, will he Had 12'79 on the scale or the horses' power to which 3^ ch, when the teeth are 7 inches broad, is equal, after Jting allowance for the length of the teeth. OBSERVATIONS. 176. Ist, It will he observed, that the curves y and z intersect each other, for all the tables on the pitch line marked 3 inches, because that is the standard. (See Ist Essay, p. 96, 97-) 177. '2d, The curves, continued from 1 inch pitch down- irard, unite in the points marked 0, being the commence- ment of the scale of pitches, and this part of the curve i the horses' power equal to any fraction of an inch, L178. 3d, It has been already observed, p, 98, that durability Ewell as strength should be considered in this investiga- Tbe true proportion, therefore, may be somewhere len the curves y and z, but nearer to z than y. For 138 ON THE TEETH OF WHEELS. [cHAP. ▼. although long teeth will be more easily brok^i than short ones, yet while they do not break, the strain being gene- rally diffused over a greater number of teeth, they will wear longer*. 179. The pitch is laid down on a b, real measure, so that if the pitch should happen to be fractional, it may be taken by a pair of compasses and applied to the chart, which will at once indicate the power to which it may bet equal at certain velocities. Among the writers who have turned their attention to the forms of the Teeth of Wheels, Professor Willis, (^i Cambridge, stands pre-eminent ; and we are greatly io.. debted to that gentleman for his liberality in permitting us to insert the following appendix, his Essay on the Teeth of Wheels, and which appeared originally in the second volume of the Transactions of the Institution of Civil Engineer^ and for the additions he has since made to that paper. • See Art. 70. APPENDIX A. OH THE TEETH OF IFHEELS. BY R. WILLIS, M.A., F.H.S., H.J1.1NST.C.E., JACKSONIAN PROFESSOll OF NATURAL PHI- LOSOPHY IN THE UNIVEESITY OF CAMBRIDGE. 180. The investigation of the proper curves to be given to 'k' teeth of wheels, has been a favourite occupation with matliematicians of the highest eminence, and the geometry uf ihe subject may be considered to be very nearly com- pk'te. Its application to the requirements of modem construc- D appeared to me to be susceptible of improvement, and therefore ventured to lay before the Institution of Civil gineers the following suggestions, in which I en- lTourem the general form that has been established by practice. To effect this, it is merely necessary to employ a propo* sition well known and stated by almost every writer on the subject, namely. If there be two pitch circles touching each other, then an epicycloidal tooth formed by causing a given describing circle to roll on the exterior circumfer- ence of the one, will work correctly with an interior epi- cycloid, formed by causing the same describing circle to roll on the interior circumference of the other t. This proposition having been already demonstrated, it is unnecessary for me to dwell upon it longer than to re- mark, that our author, like all the other writers on the subject, has passed from it, to recommend for practice that * Vide Hawkins's Notes to Camus, page 161. t Vide Art, 19. trEND. A.^ ON THE TEETH OF WHEELS. 143 particular case of it in which the describing circle being made equal in diameter to the radius of the pitch line, the interior epicycloid becomes a radial straight Hoe, the in- couTOTiences of which practice I have shewn*. The following corollary is, I believe, new, and consti- tutes the basis of the system I propose to explain. Conilliirt/. If for a set of wheels of the same pitch, a constant describing circle he taken, and employed to trace those portions of the teeth which project beyond each pitch line by rolling on the exterior circumference, and those «iuch lie within it by roiling on its interior circumference : then any two wheq^ of this set will work correctly togc- ther. For, in the first place, it is well known and can be shewn from general principles, that the portion of tooth jrithin the pitch line of a driving wheel, works only with the portion that lies bei/oiid the pitch line of its follower, and that its action is confined to the approach of the point of contact to the line of centres. After the point of con- t of the teeth has passed that line, then the case is re- , and the portion of the driving tooth which lies be- i the pitch line is in contact only with some part of the lower*8 tooth which lies within its pitch line. Mow as a constant describing circle is used fur the whole it is clear that the proposition will apply to any pair of wheeU both before and after the teeth have passed the line of centres, for in each case we have an exterior epicy- cloid working with an interior epicycloid, and both have been drawn by the same describing circle, that is, by the ctaistant circle of the set. To carry this scheme into practice, it only remains to ■ttlc! the proper diameter to be given to this constant dc- ' Vide Brewsler'fl Ferguson, Voi. II. p. 223. CamuG, p. 27, or 25 new 144 ON THE TEETH OF WHEELS. [APPEND, j^ scribing circle, which may be done by considering tli, effect this diameter has upon the form of the tooth. Let Bc Tif Fig. S, be a pitch circle whose centre is c, then upon this system the flank of the tooth, or that por- tion which lies within the pitch circle, will be an arc of an Fig. 2. interior epicycloid (or hypocycloid) mfn or mn. Now if the describing circle be of half the diameter of the pitch line, the flank will become a straight line coinciding with the radius on. If the describing circle be of less than half the diameter of the pitch line, the flank mn will be concave, and the base of the tooth will spread ; but if the describing circle be of more than half the diameter, the flank mfn will be convex, and the base of the tooth lessen inwards, a form manifestly unpractical and useless. Hence the describing circle must not be greater than half the dia- meter of the pitch line. On the other hand, if the diameter be too small, the base of the tooth will spread inconveniently, and the curv- ature of the exterior epicycloids be injuriously increased, therefore, on these grounds, it should be made as large as it can consistently with the limitation just stated, so that we finally obtain this rule for finding the diameter of the constant describing circle for a set of wheels. IPPKVD. A.] OS THE TEETH OF WHEELS. H5 Make it equal to the radios of the least pitch circle of the stt. And as pinions should never have less than 12 or 14 !th, it would be well to establish one of these numbers that least pitch circle. The proposition and corollary being perfectly general, apply to racks, which must be considered as very large Is, and also to annular or internal wheels. Accord- ly, if the constant describing circle be employed in ring their teeth, they will work correctly with any wheel the set. It rill be seen that this system is more easy of practice the workman than the old one. Every epicycloid re- es two circular or rather segmental templets, which are illy cut out of thin board. One of these, which may termed the pitch templet, has its edge formed into an of the pitch line of the wheel ; the other, which re- lents the describing circle, and may be called the de- bing templet, has its circular edge formed accordingly, I tracing point is fixed upon the circumference of the ST, and the workman having previously described an of the pitch circle of the wheel upon his drawing d, fixes the pitch templet, so that its edge may coincide this arc, and then causing the describing templet to upoQ the pitch templet, he traces the arc of the re- epicycloid, bw on the old system, a set of wheels requires as many ilets as there are pitch circles in the set, and also as f describing templets, but on the system just explained, one describing templet is needed. As, however, the s of the l«eth within the pitch circles become curves i)f straight lines, it is necessarj' to have concave ilets a ^De the centre from which, if an arc op be described through T, the required side of the tooth will be obtained. Or, construct a bevil in brass, of which the angle at t &hall be exactly equal to 75° Sty, and graduate the side tp * Eut(ir, in his secooJ paper on the teeth of wheels, (N. C. Pet. XI. _'ii9,) li&s with his usual ftbility investigated the proper ciutck, by examin- ■ I'j the rchttion between their radii of curvature at every point. This me- ^iiod hoB uMurally fondui^ted him to results of a similar nature to those li I have given in tlie following pages, and he Ruggests that a smaJl arc (die circle of curvature would suffice in practice for the forms of teetb. II given some geometrical constmctionB for this purpose, and has then jn finally to recommend the involute oa the best cuire, this paper a fact, the first in which that curve ts pointed out as possessing the d pmperties. To Euler, then, belongs the merit of first suggesting p sabiititudon of an arc of the circle of cun-atiire for the real curve, a I wkicb bos been, as for as I know, neglected by every succeeding "writer. This may perhaps be utlribiitcd to the abstruse manner in whicb b<> hu treated the subject. 150 ON THE TEETH OF WHEELS. [APPEND. A. into a scale of quarter inches, as in the figure. Apply the plain side of this bevil to the radius at of the proposed wheel, and its point t to the pitch circle ; read off the length of the radius a t in inches upon the reduced scale t p, and the point p so indicated will he the centre of the tooth as before. Thus in the figure, at is four inches, and p is found at 4 upon the scale. When the side of the tooth is formed of two arcs of cirdeB, the forms shown in Figs. 9 and 10 are obtained : these re» present the same teeth in different relative positions. In Fig. 9 the tooth abc is approaching the line of centres ab, and in Fig. 10 the same tooth abc is retiring from it. The portion of tooth ab which lies within the pitch circle, is described from a centre p, Fig. 9 ; and the portion be which lies beyond the pitch circle is described from a centre p, fig. 10. The resulting form is a very strong one, possessing the property that any two wheels of a set will work to- gether. Any practical man may convince himself of the degree of accuracy with which this is effected, by describing according to this method, on a large scale, (say six inches pitch,) a pinion of twelve or fourteen teeth, and a few teeth both of a wheel of fifty and of a rack. These teeth may be cut out of thin board, and it will be found that any two ci them will work correctly together with a degree of pre- cision amply sufficient for practice. To facilitate the descrip- tion of teeth as much as possible, I have thrown the system into the form of an instrument, which I have termed an Odontagraph, and which any one may make for themselves out of a sheet of card paper, by observing the following in- structions*. FED^ Fig. 11. represents this instrument on a scale oi one quarter of the originaL The angle d dac rehired, win be foond the mnnber 40- The pant r, indkatsdci the drawing board br the pmitWw of this number on die scale of equal parts marked, 5ca/e o^cmlrer ftfteeA rittts ^'/cA circle^ is the centre reqaired, from which the arc e/ most be drawn with a radios re. The centre for the arc de^ which lies oatdde the pitdi circle, is formed in a manner predselT similar, br iqiplyiDg the slant edge of the scale to the radial line bt. The number ^21 obtained from the table of Centres fior teeth etrtside the pitch circle will indicate the positicHi of this centre upon the ^Scale of centres Jbr teeth outside the pitch circle^ namely at r. The radius of the wheel may be found, by help of the following table and rule. Multiply the number correspond- ing to the given pitch in this table by the number of teeth required, the product will be the radius of the pitch circle in inches and decimals. Thus,forawheelof^ teeth of 3 inches pitch, multiply '4774' by 29» and the radius is 13*84 inches. Pitch. Facton. ! PHch. Facton. 3J •5570 ' ■ •1989 3 •4774 1 •1591 ' 91 •3979 1 •1193 2: •3581 ! 1 •0994 2 •3183 1 •0795 If •2785 1 •0597 l| •2387 1 •0398 VPEND. A.] ON THE TEETH OF WHESI The curve def, Fig. 11, is also true for an annular wfieel t the same number of teeth, ^becoming', of course, the point of the tooth, and d its root. For a Rack, the pitch T t will be a straight line, and b /, b t bo drawn perpen- dicular to it, at a distance ironi each other equal to the jitch. The numbers for pitches not inserted in the table, wy bo obtained from the column of some other pitch, by liirect proportion. Thus for 4 inch pitch, by doubling the imb^-s in the column of the 2 inch piteh, for 1^ by fmhling ^\, and so on ; or if the difference be small, the nlamn belonging to the nearest piteh may bo employed, nthout a serious error ; or more accurately a number may il taken half way between those given in the two nearest jBtumns. I No tabular numbers are given for twelve teeth, for with- B the piteh circle such teeth are bounded by radial lines. I But without using the Odontagraph, the geometrical istruction shown in Figs. 9 and 10 may be employed, s must be of course drawn to the real size of the wheels D question. Let A B be the centres of a pair of wheels, r the point of oontingcncc of their piteh circles; through t draw ktk, making on angle of 15" with the line of centres, and hi- sected in T; also draw pt perpendicular to ktk, tk may be of any length less than the least radius of the piteh circles- There are thus obtained two points k, one near to the right hand centre b, and the other to the left hand centre s. The first is thus employed in Fig. 10, to obtain the arcs be, ef. Join hk and produce it to q; join ak in- tersecting QT in p. Set off T » equal to half the pitch, and with centre f and radius m describe the arc be outside the pitch circle of the left hand wheel, and with centre 14 _ 1 1 .« H> so II dm 1 1 mo «7 to »■ IS 1 ICI M ■n M 33 ^S|S| 1 u lm m 43 a 14 13 1 u 30O iw 100 70 «to 36 SO 3D' IB 4a Mia SiljS »• ^^ ** 1=0 Hw IS, uai 4 30 ^'r .;,,»| ^lien the numbers have been selected, the Odontagraph ^^H nay be employed to draw the figure of the cutter corre- ^^H 'ponding to each wheel, either oa the same scale as the pro- ^^H posed cutter, or on a much larger scale, which may be ^^^^ ^Aerwards reduced proportioQally. ^^^| SECTION in. ^^H THEOBY OF THE PRECEDING CONSTRUCTIONS. ^^H We must first examine the nature of the motion which ^^| 1 i* proclucefi by the pressure of one circular ai-e upon another ^^H ■^n disposed so as to work in the manner of teeth. ^^| ^■lut AB, Fig. 4., he two centres of motion, A-mtj a piece ^^H ^^>nwl into a circular arc described from a centre p, and ^^B H^*ble of revolvuig round a ; oyip in like manner a cir- 1 ^■bIut arc described from q, and capable of revolving round 1 ^K now if the arc Um/i be made to press against OMp, so 1 ^H^eoraiuuaicatc rotation to it round b, the line pq, join- M 158 ON THE TEETH OF WHEELS. [aPPEND^ Fio. 4. ing the centres of the arc will necessarily always pas^ through the point of contact m» and will be of a constant length equal to the sum of the radii, so that in fact the motion will be exactly the same, if for the circular arcs a link p Q be substituted, which length is equal to the sum of the radii pm, qm, and which is jointed to the revolving pieces at p and q, the places of the centres. This also shews that a change of the actual lengths of the radii pm, qm, will not aflPect the motion, so long as the distance of the centres is constant, for that whether the circular arcs had been struck through m or m', or even through a point m^' beyond the centre q, the system would still have been equivalent to the link pq, jointed to the arms ap, bq. It is only necessary then to examine the motion of this simple system of rods, and then to explain how it may be employed in forming the teeth of wheels. Let the rod a p. Fig. 5, be moved into a new position A/), its extremity will carry with it the end of the link pq, and communicate through it a motion to the arm b q, by which it will be driven into the new position b q ; and it is necessary to know the relative value of this motion to that of AP, which produced it Now this relation is continually changing, but its value APPEND, A.3 ON JTHB TEETH OF WHEELS. 159 Fig. 5. at any instant may be thus determined. The rod p q during its motion may be considered as always turning round some centre or other in space, although the relative position of that centre to it is continually shifting. Produce the arms AP, BQ in the requisite directions to meet in k, then will this point k be the momentary centre. For as the ex- tremity p moves round the centre a, the direction of its motion at starting from p must be perpendicular to ap, therefore the momentary centre will lie somewhere in a p produced. In like manner the initial motion of the other extremity q must be perpendicular to b q, and the moment- ary centre must also lie somewhere in the direction of b q : therefore it must be in the intersection k of the two lines AP and bq produced. But since the rod pq turns on the momentary centre k, the direct motion of p and q are to each other at any given instant as their radial distances firom K, that is, as pk to qk, which is true, whether we eonaider them as the extremities of the rod p q or of the ndii AF, bq; also the angular motions of the latter will lie firand by dividing these direct motions by their re- qieclive radii i therefore we have, 160 ON THE TEETH OF WHEELS. [aPPENDV A, Angular moti shown of any other pair of radii. But if the arcs wore struck through a point wi, not coinciding with t, then tho wluH^ls would fall into two groups, in one of which, as at, a't, tho arcs are struck through a point m on the op- ]H^ito side of tho line of centres to the centre points p, p', and in tho other, as b t, b't, they are struck through a APPEND. A,] ON THE TEETH OF WHEELS. l65 point m on the same side of the line of centres as the cen- tre points qq'. Any wheel out of one of these groups will work correctly with any wheel taken from the other. But suppose that a pair of wheels out of one of these groups he put together, for example, out of that in which the point m and the centre point of the arc, lie on opposite sides of the line of centres, and let a t and b t he the radii of the wheels in question. Now the relative positions of the points p and q will still he true, but the arcs will no longer be struck through a common point, one of them being through w, the other through mf at the same dis- tance on the opposite side of x, and therefore they will not work truly together. The arcs of the entire set must therefore be struck through x, and then any two wheels of the set will work. The distance xp is equal to ax x cos axp, and if axp be fixed at 75*" 3(y, which is a convenient value, then xp = — , whence the value is very easily found for any given ra- 4 dius, for in this case the value depends upon the rac^us alone and not on the pitch or number of teeth, as in the next example. The practical mode of setting out the teeth has been already explained. On this system, however, the tooth has but one true point, that is to say, it is only strictly exact at the moment of passing the line of centres, and I therefore greatly pre- fer the construction about to be described, in which the side of the tooth is made up of two arcs united, and con- sequently has two points of accuracy. The tooth just de- scribed has considerable analogy to the involute, and like it has the fault of acting with too great a degree of obli- quity. The teeth next to be described are of nearly the same form as that which has been so long in use, and have, as well as those of Fig. 8, the property of allowing any pair of wheels in a set to work together. 166 ON THE TEETH OF WHEELS. f APPEND. A. TO DESCRIBE TEETH CONSISTING OF TWO ARCS OP CIBCLBS. Figures 9 and 10, Plate SO, represent a pair of so con- stituted teeth in contact, fig. 9 shewing their action before they reach the line of centres, and Fig. 10 after they have passed that line ; each tooth is formed of two arcs of cir- cles, a J, bcy de^ ef^ of which the concave ones, a&, e/J are situated within the pitch circles, and the convex ones, ic, dcy extend beyond these circles; therefore, from well known principles, the concave arc a h will drive the convex arc it^ until the point of contact reaches the line of centres, and then the convex arc h c will begin to drive the concave arc ef. There are two points in the action of these teeth at whidi perfect accuracy is attained ; one of them is when the teeth are in the position of Fig. 99 during the mutual action of ab and de^ and the other when they are in the position of Fig. 10, during the action of be and ef; and the arcs are so set out that these points of the action shall take place, the one nearly in the middle of the arc of motion before the line of centres is reached, and the other somewhere about the middle of the arc of motion that is traversed from the line of centres until the teeth quit contact. The construction of these teeth in a set is as follows. AB, Figures 9 and 10, is the general direction of the Kne of centres; qpt, as before, is a line making a constant angle of 75"* with the line of centres ; k t k perpendicular to QPT and having its two points k set off at equal distances on each side of t, these points and the lines being inva- riable for the entire set. The centres for the convex arcs are found by joining the centre of each wheel (a. Fig, 10 ; b. Fig. 9) with that point K which lies on the opposite side of the line qpt. Thus in Fig. 9, Q is the centre of the convex arc de, found by joining bk, and in Fig. 10, p is the centre of the convex arc bCf found by joining ak. APPEND. A.] ON THE TEETH OF WHEELS. l67 The centres for the concave arcs are found by joining the centre of each wheel with the k which lies between it and the line qpt ; thus in Fig. 9* p is the centre of the concave arc ahj found by joining ak, and pro- ducing it to meet pqt, and in Fig. 10, q is the centre of the concave arc efi found by joining bk, and producing it to meet tpq. Moreover, the whole of these concave and convex arcs are struck through a point lying beyond t at a constant distance, Tn, or Tm, which for simplicity's sake I have assumed equal to half the pitch ; finding that this will place the correct points of the action at a sufficient dis- tance o each side of the line of centres. The consequences of this arrangement will be, that any pair of teeth so described will, when put together, answer the conditions of the construction already demonstrated. (Fig. 6.) Ist (Fig. 90 Before reaching the line of centres we have a concave arc ah driving a convex one de, of which the first has been struck from a centre p, derived from its nearest k, and the second from a centre q, derived from its farthest k, consequently both derived from the same k ; also the arcs have both been struck through a point m, at the same distance beyond t, and therefore will work truly together. Sd. (Fig. 10.) After passing the line of centres, a coiiYex arc be drives a concave arc efj which in like man- ner are seen to have been derived from the same k, and to have been struck through a common point /i, so that al- though the position of all these points is reversed, the arcs will, in this case, work truly together. The same will manifestly be true for every pair of wheels in the set, for the distances tk and Tm, or tti, are con- stant for the whole. 168 ON THE TEETH OF WHEELS. [ APPEND. A. CONSTRUCTION OF THE ODONTAORAPH. To enable a workman to find these points p and q at once in every case, I have contrived the instrument ah^y described, (vide page 150,) which I have termed an Odon- tagraph, and have represented in Fig. 11, Plate 20, with the arrangements for describing the tooth fed of Figures 9 and 10. These three drawings being all made to the same scale will explain each other by comparison. The instrument, as already mentioned, consists of a kind of bevil formed of a sheet of card paper, four times the lineal size of the drawing ef^d, the angle Btkia 75% and the side A:^f is occupied by a scale of equal parts numbered from t both ways. An example will show how this instra- ment is connected with the previous demonstration. Let the example be a wheel of 26 teeth 4 inch pitch. Describe an arc ter of the required pitch circle, and set off upon it ^T equal to the pitch and bisected in ^, draw ra- dial lines Bty B T. To describe the arc ef within the pitch circle, apply the slant edge d < of the scale to the upper radial line b<, as in the figure. In the table headed " Cen- tres for teeth within the pitch circle," look down the column of 2 inch pitch, and opposite to 26 teeth will be found the number 37, which being doubled gives 74- The point indicated on the drawing board by the position oT this number at q on the scale of equal parts •] ON THE TEETH OF WHEELS. 169 circle, is found in a manner precisely similar, by applying the slant edge of the scale to the lower radial line bt, placing the instrument in the position indicated by the (lotted lines. The table of centres for t«eth outside the foleh circle does not contain SG in its column of Number of Teeth, therefore the nearest number must be taken, which in this case is 30, and the number 28 = ^ x 14 in the column of 2 inch pitch, will indicate the position of the centre q upon the scale t A of centres for teeth, outside Hupitch circle, this scale being so titled in the actual instru- Here, again, a comparison of Fig. 11 with Fig. 9. ill show that this new operation has given the true relative wdon of the jmint q to the radial line bt and arc de. ] will now explain in a few words the mode of calcidating le numbers in the table, by way of enabling other persons I liter any of the conditions. A formula tor tliese num- a may be obtained as follows. (Vide Fig. 6, 'page l62.) wn A draw am perpendicular to ttp', then from the lailar triangles amp, ptk we obtain kt = ^ ~ Let KT =c, at = r, pt = D.R. sin 0 (1) R, COS 0 — d' ^'Now the point p being in this case obtained from the k the opposite side of t to a, this formula belongs to that rt of the tooth which lies beyond the pitch circle, accord- [to the principles already laid down. If tk" be taken lal to T K on the line k t produced, and a point p" ob- Kd by joining ak", and producing the line to meet 'T, then p" will belong to the part of the tooth within pitch circle, and the similar triangles amp", p"tk", igive us for this case the formula d'h sin fl , ^ , , „ C= ;; i (2); where d=tp'. B cos tf + D ^ -^ pw the value of c, which represents the equal lines 170 ON THE TEETH OF WHEELS. [aPPEND« A. KT, or K^^T, may be determined for the whole set, by con- siderations similar to those already employed in settling the diameter of the constant describing circle in the first section of this paper. If the radius at of a wheel be as- sumed of such a length that a k^' fall perpendicularly upon k''t, then will the line ak'^p'' become parallel to ptp'', and consequently the point ^" will go off to infinityi and the arc which should be struck from it to form the flank (tf the tooth will become a right line perpendicular to ptp". If the radius at be taken still smaller with respect to k^'t, it will be seen (by taking k't larger than at) that in such a case the point p, will make its appearance on the qp* posite side of t *, but this makes the flank of the tooth convex, and drawing inwards so as to be less at the base than at the pitch line, which is an impracticable form. To avoid this, and at the same time to make k^^t as large as possible consistently with this limitation, assume k^^t equal to R^ sin 6 J where r^ is the least radius of the set. This value corresponds to the case in which a yl" is perpendico- lar to k'^t, and necessarily excludes the impracticable forms ; for since the least radius of the set now corresponds to that peculiar example in which ak'^p'^ is parallel to ptp", every other value of at being larger, will throw the points v^' on the opposite side of t to m, which is the thing re- quired to produce the concave flank. These observations apply only to that value of kt which lies nearest the centre A, and therefore to the flank or portion of tooth within the pitch circle. As to the opposite value of t k, which cor- responds to the portion of tooth beyond the pitch circle, and which it must be remembered is equal to tk'^ it is clear from the figure that whatever value be given to it, its point p will always lie between t and m, and the arc of tooth be convex, supposing it to be struck, as it must boi through a point near to t. * Our fonnula then becomes c z: — ^ . d' — B cos 6 The ^-alue selected for k"t (namely r' sin 6) will tbere- isaitKT. Substitute now this value for c in the for- B (1) and ('2), and after arranging the terms we obtain following values of d and d'. '•] ON THE TEETH OF WHEELS. 171 h'b cos S . . (3) andD'=- • C-t) low D and u' (that is tp and tp") are the distances of centre points of the arcs measured from t, and it will leen by comparing the diagrams with the description of Odontagraph, that the numbers in the columns of each ii are the values of d and d', corresponding to the num- of teeth in each wheel given in the first column, or, 1 is the same thing, to the values of the radii n and it', find these numbers for a given pitch, substitute in (3) (♦) the particular values of r' and B, and by help of ble of logarithms, the values of u and d' belonging to my values of r as may be thought necessary, may be puted, and thus the column of numbers obtained for ; pitch. Tlioae of the other pitches may be derived \ the first by common proportion. In this way I formed table, assuming 12 tor the least number of teeth, and for the value of 8, and employing a scale of half inches tenths in which to express the values of d in the near- irbole numbers, because I foimd that a unit of the twen- b of an inch was sufficiently small to avoid practical error. t i» unnecessarj' to have numbers corresponding to y wheel, for the error produced by taking those which Dg to the nearest as directed, is so small as to be un- wiable in practice. I have calculated the amount and re of these errors by way of obtaining a principle for the ber and arrangement of the wheels selected. It is Bcessarj- to go at length into these calculations, which , &om very simple considerations, but I will briefly I the results. e difference of form between the tooth of one wheel and Other ia due to two causes, (1) the difference of curva- 1J2 ON THE TEETH OF WHEELS. FaPFEND. A. ture, which is provided for in the Odontagraph by placing the compasses at the different points of the scale of equal parts, (2) the variation of the angle /bt, (Fig. 11,) which is met by placing the instrument upon the two radii in succession. The first cause is the onlv one with which these calcukr tions are concerned. Now in three inch pitch the great- est difference of form produced by mere curvature in the portion of tooth which lies beyond the pitch circle, is only •Qt inch between the extreme cases of a pinion of twelve and a rack, and in the acting part of the arc within the pitch circle is *1 inch, so that as all the other forms lie be- tween these, it is clear that if we select only four or five examples for the outer side of the tooth and ten or twelve for the inner side, that we can never incur an error of more than the to oth of an inch in three inch pitch by always taking the nearest number in the manner directed, and a proportionably smaller error in smaller pitches. But to ensure this, the selected numbers should be so taken, that their respective forms shall lie between the extremes at equal distances. Now it appears that the variation of finrm is much greater among the teeth of small numbers than among the larger ones, and that in fact the numbers in the two following series are so arranged that the curves cor- responding to them possess this required property. For the outer side of the tooth, 12, 14, 17, 21, 26^ 34^ 47, 73, 148, Rack. For the inner side, 12, 13, 14, 15, 16, 17, 19, 22, 26, 33, 46, 87, Rack. Now these numbers, although strictly correct, would be verj' inconvenient and uncouth in practice if employed for a table like that in question, where convenience manifegtly requires that the numbers, if not consecutive, should always proceed either by twos or fives, or by whole tens, and so on. They arc only given as guides . in the selection, and bj comparing them with the actual table, their liae in flie formation of the first column will be evident ESSAY II. ON THE SHAFTS OF MILLS. CHAPTER I. IHl. To make these Essays useful to operative mecha- Inica; to save engineers and managers of manufactories ibe trouble of much explanation in giving directions to fcremen and others, who are to carry their ideas into effect ; lo give workmen some notion of the principles on which their work should be conducted ; and to construct machi- nerj upon true principles, which is ultimately the most economical plan of proceeding ; we introduce the following extract from a respectable periodical publication*, as it appears appUcable to the subjects of these papers, and may induce the reader's taste for entering upon a new and un- trodden path. " A country in which manufactures are extensively fslablished, and conducted with spirit, as in Britain, be- '■omes by degrees a country of machinerj-. For invon- ti'ins to diminish the quantity of human labour employed, "ill be more ingenious in construction, more powerful in opi-ration, and of more general use, in proportion to the iitessity of furnishing a greater quantity of commodities ^' moderate and equable prices. The bodily exertions of • Kt-lectic RiivJew, Dec. 180C, Art. XII. 174 ON THE SHAFTS OF MILLS. [ CHAP. I. workmen, in whatever branch of labour, have their limits, and excessive efforts, if unduly prolonged, irremediably destroy the health and vigour of those who pursue thenL But machines may be continued in activity day and night, week after week, and month after month ; having in them- selves no life which suffers a sensible consumption, no prin- ciple of activity whose energy requires a pause to effect its recovery or renovation. " We have seen the manufactures of our own country solicit the aid of every hand that could be spared from its agriculture, and seek in distant lands for labourers of every age to supply the mill or to throw the shuttle. We have seen ingenuity exerted to its utmost, to contrive and to construct those machines which these labourers were to superintend and assist. We remember the time when these constructions were the dread and the hatred of the manufacturers, but we believe the most ignorant workman of the present day acknowledges their utility, and would with difficulty be induced to relinquish that very imple- ment which his father or grandfather would have gladly committed to the flames. " Considering then the importance of machines to shorten labour, and the number of persons who are mter- ested in them, as proprietors, as inventors, or as con- structors, it is wonderful that so little has hitherto been com- municated on this subject by the medium of the press. " The process towards perfection in complicated machi- nery is perhaps too generally the reverse of what might be expected. When practice has shewn the importance of a machine, science takes it up, investigates its principles, analyses its movements, and connects them by the assist- ance of mathematical precision. ^* Mathematicians are seldom inventors, and workmen are rarely men of science, yet the mutual assistance of study and practice is necessary, to perfect the subject which ■0 ON THE SHAFTS OF MILLS, 175 each is intent on improving." It was Buchanan's aim, then, to come between these two classes, and to make them better acquainted, and more useful to each other. How far he has succeeded in the attempt, must be left to the de- termination of time. Lin common with all writers on similar subjects, he cx- prienced considerable difficulty in finding precise technical mirds to express the different parts of mill-work. Those wiiich are used by millwrights in different districts being Teiy different from each other. It is hoped, however, that the explanations which we have given of the terms, will niake them sufficiently clear. LWith regard to this particular Essay on the Shafts of I, the subject is treated in a manner similar to that wed in the Inquiry into the Strength and Durability of (he Teeth of Wheels. For the reasons there given, Buchanan did not here enter into the demonstrations of the elementar)' propositions which serve to guide the in- qniry. He was at pains, however, to collect and arrange etB respecting gudgeons and journals in actual use, upon )kh to ground calculations. This method he considered being much more certain than rearing calculations I insulated experiments made on the cohesive strength .materiais. These, however, are of great value, and tome cAses he has endeavoured to apply them. The ious Tables given in the course of the Essay, will be peat use to the millwright in finding without trouble lizes of gudgeons and journals for any case that may r in practice, and the principles on which they are fd are laid down in so plain a manner that he will iy understand and apply them. These Tables may be Indered as certain great lines drawn to guide the mill- [ht in his work, and even allowing they may not be ab- tely true, he may find from experience how near they ^ be approached with safety. 176 ON THE SHAFTS OF MILLS. [CHAP. I. 18& To proportion the diameters of axles to the stress they have to hear, is in mill-work of great practical import- ance. On the one hand, if the shafts he made too weak, it is evident they must soon give way ; and on the oth^ hand, if made too strong, they occasion not only unnecessary expense in the construction of the machinery, hut, what is in most cases still worse, a waste of power from unnecessary friction. It is therefore desirable, that the millwright should have some rules to guide him in this very important part of his business ; a part which has hitherto in most cases been conducted entirely at random. This Essay gives such a practical view of the subject as shall enable the mill- wright to proceed with greater certainty. 183. Until of late years, most of the shafts used in mill- work were constructed of timber. The use of cast iron in this and other parts of mill- work, however, has now become almost universal. For this improvement we are perhaps indebted to those who are engaged in the cotton manufiic- ture. After Arkwright's invention, it became a great ob- ject with them to save time in the erection of machineiy, and to render it as durable as possible ; for every stoppage was attended with great loss, by throwing idle the numbers of people necessary in cotton mills. Besides the expense attending the repair, what had per- haps still more weight with them was, that the profits at that period on cotton spinning, were almost unparalleled in any other branch of manufacture. Another circumstance which tended very much to the advancement of mill-work, arose from James Watt's im- provement of the steam engine, which enabled cotton-spin- ners and other manufacturers who required power to work their machinery to carry on their business in towns. Hence power and people might, without trouble, be concentrated on the most eligible spot, and the great expense and disad- vantages avoided which are attendant on colonizing the CHAP. 1-3 ON THE SHAFTS OF MILLS. 177 remote situatioiis in which powerful fells of water are com- monly found. The questions of health and morals belong to the l^islator, not to the civil engineer. The introduction of cast iron then may be considered as a kind of new era in the history of mills, without the use of iMch it would not have been possible, with the same num- ber of operative mechanics, to have constructed one tenth part of the machinery which has of late years been erected in Great Britain. CHAPTER 11. SECTION I. GENERAL DESCRIPTION OP 8HAPT8. 184. The axles used in mill-work are commonly den< minated, when of a large size, sfu^ ; those which smaller, are usually called spindles. Thus, for exampl we say the shaft of a water-wheel ; the spindle which ries the millstone of a com-milL 185. When shafts lie in a horizontal direction, they are called It/ing or horizontal shafts ; when vertical, they axe termed upright or vertical shafts. 186. Shafts are usually made of wood or of iron. Large wooden shafts are generally made either of solid oak, or are built of fir-logs. The scarcity of large oak occasioned the built shafts of fir to come into more general use. The latest improvement made on wooden shafts, was that of having what are called cross-tailed gudgeons * . Before that improvement, it was attended with very great trouble and expense to keep the gudgeons from becoming loose in the shafts. Indeed, it was found impracticable to keep them fast for any considerable time. 187. Fig- 1> Plate XL represents a wooden shaft, with the gudgeons in use previously to the last improvement. They are called laid-in gudgeons, a b c is the gudgeon somewhat in the form of the letter T. One of the tails, c, was let into a mortice, and the rest of the gudgeon sunk into * The gudgeon is the arbour or spindle on which the shaft turns. CHAP. II.] ON THi*-.^^ .^S OF MILLS. 179 its place in the centre of the shaft. In order to accomplish this, it was necessary to cut out the part, from b to d, Fig. 1, No. 2. After the gudgeon was laid in its place, the vacant part was filled up by the piece of wood d e, Fig. 1, No. 1. The shaft was then hooped, and the end of it driven full of wedges, in order to fasten the gudgeon. This gudgeon is shown in perspective. Fig. 1, No. 3. 188. Fig. 2. represents a wooden shaft, with cross- tailed gudgeons. This kind of gudgeon is made of cast iron, and being thin in the cross-tails, let in from the end of the shaft, it leaves the wood much more entire than the laicUin gud- geotij while its cross-arms take a much firmer hold. After it is let in, the hoops are driven on the end of the shaft, when warm, and lay firm hold of the ends of the cross-tails. The wood is then wedged up, which makes the gudgeons perfectly fast. Fig. 3. is a perspective view of a cross-tailed gudgeon, and Fig. 4. its profile. It is cast with the round part undermost ; for which reason the pattern must have a taper, to make it rise out of the sand. This taper has, in the cross-tails, another very important use, that of giving the gudgeon the advantage of dove-tailed joints with the timber of the shaft when it is wedged up. Instead of wrought iron hoops, cross-tailed gudgeons sometimes have a hoop of cast iron cast along with the tails, as represented by Fig. 5. 189* When it is considered that the direction of the stress which tends to loosen the gudgeon in a wooden shaft is continually changing, and that such action is exerted upon wood, a material that is so very easily permanently compressed, it will not be wonderful that it should have been found difficult to render them firm and lasting. The last method, viz. that where the hoop is cast along with the cross-tails, seems to be far preferable to the other ; but perhaps it seldom happens that the hoop part is of sufficient length. It may be proved, that when the diameter of the 180 ON THE SHAFTS OF MILLS. [CHAF. XL shaft is sufficient for the stram upon it, the length of tb6 hoop should he equal to the square of the diameter pf the shaft divided hy the length of the shaft; otherwise there will be no certainty of the gudgeon remauung permanently fixed* 190. An improved method of fixing gudgeons is do- scribed in the Transactions of the Society of Arts, &c.f Vol. xxxi. p. 223 ; it consists in casting the gudgeon with cross-arms, which fit into proper notches in an octagonal box of cast iron that has been previously fixed upon the end of the shaft. The arms of the gudgeon are retained in their places by screw-bolts. In Plate [IV. A,] Fig. 1, 2, and 3, a a represents the end of the wooden shaft, which is supposed to be made of an octagonal form, b b is the cast iron box accurately fit- ted on the end of the shaft, and wedged tight. The end of the box has a projecting flanch a a, with four notches to re- ceive the cross-arms bbjdd of the gudgeon c. These cross- arms are firmly fixed to the box by four screw-bolts, which pass through the flanch, and the ends of the cross-arms. The section. Fig. 3, shews the box b b on the end of the shaft, with the gudgeon c, and its cross-arms separated ; to explain a further precaution which is necessary for strength. This precaution consists in the cross-arms having projec- tions, e Cy which enter the end of the box, and keep the gud- geon true to its centre, and prevent any lateral strain on the bolts. When the gudgeon of a wheel is fitted accord- ing to this method, it can be easily removed when it is so far worn that a new one is necessary ; and the new one may be inserted without injury to the end of the shaft. This improved method was invented by Robert Hughes. It is obvious that the length of the box should be regu- lated by the rule stated in Art. 189*. The real advantage gained by this mode of fixing seems to be, that of retaining * The rule suppotjes the shaft to be proportioned to the stress upou it ICH.1!'. It.] ON THE SHAFTS OF MILLS. 181 f the end of the wooden shaft more perfect, with the means \(d renewing the gudgeon, without injurj* to the shaft, lyi. Cast iron shafts are sometimes made hollow cylin- ders, and sometimes they are made solid, and of various figures. It is demonstrable, that a hollow cylinder is much stronger, with the same quantity of matter, than it woidd hfl if made into a solid of the same length. This law is YCij observable in the beautiful economy of nature ; for in- slance, the stalks of plants, the quills of birds, the bones (^animals. But, in the works of art, numberless obstacles ■to perfection continually occur. In this particular case the ■ttpcnse of making small shafts hollow, would be very great j (1 another objection is, the difficulty of making such cast- s perfect. .Shafts of a small diameter are, therefore, monly made solid. , Fig. 6, Plate II. represents a cast iron cylindrical It consists of three parts, the body, a u c d, and the 0 gudgeons, a e c, and B i' D c. The gudgeons are turned d carefully fitted into the ends of the body, which is bored 1 turned to receive them. They are then fixed with sorew-bolts, which pass through the flanches, as may be seen !j_v the figure •- This kind of shaft will obviously be variously constructed, according to circumstances. That represented in the figure was made for a cast iron water-wheel. The use of the small projections h, h, &c., is to prevent the eye of the arms from shifting roxmd on the shaft. When cylindrical shafts are not used, what are called feathered shafts are often I adopted. ^Kl93. Fig 7, Plate III. represents this construction of a ^Hiift. It probably took its name from its resemblance to The feathered part of an arrow. It may be here remarked, In this constroction, the resUtoncc to twisting depends entirely on the difEcultiet appear to be encoimtereil jn costing without cor- indiiig wlnuitngee, cilhcr in strength or beauty. ^rik, and eomc d ^^bmidiiig wlnui 18S ON THE SHAFTS OP HILLS. [CHAF. H. that shafts of this species, as often constructed, are by do means calculated to withstand the twist brought upon them by the strain of the machinery. From the breadth of tlie feathers, their strength to withstand lateral pressure, is, no doubt, considerable -, but wanting substance between the feathers, they are liable to continual tremor. Where fea- thers are applied to shafts it is preferable to keep the body of the shaft fully as strong as the gudgeon, or journal* ^ and apply the feathers merely to prevent bending in the mid- dle, as Fig. 7) No. 4. But the simple square. Fig. 8, is more easily made, and has been found in practice, at least as advantageous as any other form that has been tried for solid shafts t. Having given this general account of shafts, we come next to consider the causes from which the stress on them arises. SECTION 11. OF THB KINDS OF STRESS TO WHICH SHAFTS ARE SUBJECT. 194. There are two kinds of stress to which shafts are liable : first, lateral stress^ by which they may be broken across: secondly, stress arising from torsion^ by which they may be wrenched or twisted. All horizontal shafts are liable to the first kind of stress, viz. lateral stress ; and some have no other strain * Journals^ or journeys^ are gudgeons subject to torsion. t It is easily proved, that the best form for a revolving shaft is a cylinder, and tliat in any other form the flexure will be irregular, and consequently produce irregular wear on the gudgeons and brasses ; but when a shaft is to be adapted for placing wheels on any part of its length, a square section is convenient ; in all other cases, the section ought to be circular with pro- jections, as at H, H, Fig. 6, Plate II. By making four of these projections continue throughout the length upon a cylindrical shaft, all the advantage and convenience of a square one would be obtained, with very little irregular flexure. The projections should not be greater than is necessary to ^x the wheels firmly on the shaft. ICHAP. 11.] ON THE SHAFTS OF MILLS. I whatever ; as, for instance, a water-wheel shaft, where the motion is conuuunicated from teeth, on the shrouding. See iPlatelll. Fig. 9. In Fig. 10, the stress on the upright shaft arises from Itorsion only ; excepting what may proceed from the inac- Jturacy of the teeth of the wheels, which, if great, will ■iKcasioD a considerable lateral thrust. A vertical shaft, which gives or receives motion by I Deans of a pulley, has thereby a lateral pressure brought iponiL In Fig. 11 and 1'2 the stress is compounded of lateral weaure, arising from the weight of the wheels a and a, Ind that of the shaft itself, and of the torsion or twist pro- fdnced hotween the wheels a and b. The following remarks of John Hoberton, engineer, I relate to the subject of this Essay, and contain much I useful matter which will be acceptable to the reader ; to [whom it must be demonstrable, " that by a judicious ar- I Tangement of wheels and pinions, in many cases much of I lie stress and friction may be avoided. This is a doctrine Impractical mechanics of very great importance, when we Icooeider, that in many cases almost the whole of the im* I felling power is expended in overcoming the friction of |tlie machinery. 195. *' Let A, Fig. 1, Plate IV., be an overshot water- Ifheel. Let the line a b represent the line of direction of e centre of gravity of the water in the buckets. On the ■trcmity of this wheel let there be a toothed wheel acting Bto the pinion b. It is obvious that, independently of the weight of the wheel, the whole weight of the water will be supported by the axis c, and the teeth of the wheel at d ; and the weight which each will sustain, will be in the ratio of ce to ed. That is, by the principles of the lever, the weight on the gudgeon will be as the distance e d, while that on the teeth will be as ce\ or if the radius of the 184 ON THE SHAFTS OF MILLS. [ CHAP. II. toothed wheel were ce^ the teeth would sustain the whole weight of the water, leaviog no weight on the gudgeon Init that of the wheeL Again, let the wheel b be removed to c, it is evident that the gudgeon c, would have to sustain the weight of the water, and a great deal more. That is, the weight on the gudgeon would be increased as e({to ec. The true relation of the stress in the two cases, is edi — ^ ^^ . So that it is evident, the stress and friction dc-^-ed of the gudgeon miist depend, in a great measure, on the on of the toothed wheel attached to the water- wheels and to the situation of the pinion b. 196. '^ Again, let there be a wheel at a. Fig. % fixed od the end or middle of a shaft working into the wheel or pinion b, of any size. — ^Let the teeth move in the direcdon ah. It is evident, that the gudgeon or shaft will tend to move in the contrary direction, that is, in the direction ci^ and with the very same force that the teeth act upon eadi other, as action and reaction are equal and in contrary & rections, and for the same reason, the gudgeon of the wheel b, will tend to move in the direction e i, with the very same force, that is, the same force as the action of the teeth on each other. Indeed, in any single pair of wheels, of what- ever form or construction, the tendency to break or bend the shaft, or cause friction, is the same as the action of the teeth on each other. " Now, if the above wheels were made of a double size, it is evident that the acting power on them would be only one half, and consequently, one half of the strain to break the shaft or cause friction *. 197. " In the case of an intervening wheel, the force or * The object of this remark is, apparently, to show the superiority of large wheels ; but it is clear that the acting power would be the same with the same first mover ; and if the resistance be diminished on one shaft, an- other must be added to give the proposed velocity to the working point. CHAP. 11.3 ON THE SHAFTS OF MILLS. 185 tendency to break the shaft depends on the situation of such intervening wheeL Thus, if it be placed in a direct line betwixt the centres of the conducted and conducting wheels, as at A, Fig. 3, the shaft or gudgeon will tend to move in the line ah or ha^ (according to the direction of the con- ductor,) with double the force of the action of the teeth. '« If the axis of the intervening wheel form a right angle with the axis of the other two wheels, the force to break the shaft will be to that of a pair of single wheels, or the ac- tion of the teeth on them, as the diagonal of a square is to one of its sides. That is, the direction of the force, and its intensity, will be represented by the diagonal, it being evi- dent, from the well-known laws of mechanics, that by the action of the wheel b, Fig. 4, No. 1, the centre of the in- tervening wheel A, would tend to move in the line a c, and by its action in the wheel e, it would tend to move in the line a d. Let a d and a c represent the forces in these directions, complete the square or parallelogram, the diagonal of which will both represent the force and its direction. See also Kg. 4, No. 2, and No. 3. 198. " On the other hand, if a wheel be placed betwixt two others, as a. Fig. 3, where a is the conductor, the teeth of which act with equal force on each of the wheels b and c, it is evident that the strain is wholly taken off the shaft, the forces being equal and opposite to each other * ; and in Fig. 5, where a is supposed to be the conductor, and b and c the conducted wheels on which the teeth on each bear equally, — it is plain from what has been already stated, that the direction of the forces will h^da and a c, and letting a d and a c represent the direction and intensity of these forces, and * The abaft ought not, however, in any case, to be entirely freed from piMHin ID this manner ; because its motion will not be so steady and re- giikr M when there is some considerable pressure on the gudgeons. And dura is nothing more iigurious in machinery than a hobbling, unsteady tliii pomt leqmras the engineer s most careful attention. 186 ON THE SHAFTS OF MILLS. []CHAF. It. completing the parallelogram, we have the diagonal n ft to represent the compound direction and intensity of the force. 199- " There is another point that is worthy of attention : that isy the place on the shaft where the wheels are fixed. If a wheel is put on at the end of a shaft to drive any other or others, it is clear, that the whole or nearly the whole of the stress will be at the end of the shaft or joumaL If the wheel be placed in the middle of the shaft, the strain to break it will be greatest at that part, but the force will be resisted equally by each journal. Indeed, on whatever part of the shaft a wheel is placed, at that very place is the greatest (cross) strain on the shaft, and the force on each journal will be in the inverse ratio of the distance of the wheel from the ends of the shaft. " In Fig. 6, let a represent a shaft, either upright or lying. If a single wheel, as b, fixed upon it, drive two pinions, as c D, directly opposite to each other, the shaft or journal will not be afiected thereby *, but if two wheels are placed go the shaft, driving each a pinion, as in Fig. 7^ both journals will be afiected, and the greatest strain to break the shaft will be at the arms of the wheel, or close to them, and be- twixt the arms and journal. In this case, the middle point of the shaft, as at a, being in a state of contrary pressure, and therefore no strain on that part, it may be considered as a lever on each side of a ; this being the fixed point, and the greatest strain on the shaft being at the wheels. The strain on the journal will be inversely as the distance of the wheels from the middle point a, it being underBtood that the wheels, pinions, and resistances are all the same. 200. ^^ Again, if two wheels are placed on a shaft, and two pinions, both on the same side of the shaft, the journals must support the strain or force of the action of the teeth of both wheels, or indeed whatever number of wheels is on a shaft ; and working into pinions on one side, the jounal * See the note to Art. I9S. ■■] ON THE SHAFTS OF MILLS. 187 Aat shaft must support a pressure equal to the whole of r action into the teeth of the wheels or pinions into ch they are connected ; and the strain on the shaft to ik it, depends on the situation of the wheels, as they be placed on the shaft: it being imderstood, as for- ly, that directly at the place where the wheels or pinion [ed on the shaft, that it must support a pressure equal le pressure of the teeth of the wheel in its eorrespond- wheel or pinion. And according as these pressures bine, or act in a contrary direction to each other, so ; the strain on the journals, or tendency to break or : the shaft be. Hence the importance of placing wheels and pinions, at their action on each other may be in contrary direc- {, or so as to avoid, as much as possible, the strain on shaft or journals. >l. " In lying shafts, where circumstances may require, ly be advisable to have the main or heaviest shaft on lift of the wheels, as this will take off a considerable of their weight or friction on the journals. The other I will naturally be on the fall of the wheel, (which is mod in this case much lighter than on the main shaft,) will be prevented from jolting upwards, from both its weight, and a pressure equal to that on the teeth of wheels, being supported by the journals. It being lent that whatever the wheels are, that the same pres- 6 that is on the teeth of the wheels will be equallv the on both shafts, the one tending to increase the weight Bie shaft on the journals, and the other to diminish it." 102. Roberton, in the course of his business, made seve- obscrvations on the foregoing subjects. Late in his ca- a case of this nature occurred, of considerable import- at the flour-mill erected near the Slitt Mills of Pa- '. " The water-wheel, 16 feet diameter, makes about * On llie Itfiiiks iif the Civdc. 188 ON THE SHAFTS OF MILLS. [CHAP. II. 10 or 11 revolutions per minute, driving in general two pair of stones ; the pit wheel about 6^ feet diameter. The consequence was, that the machinery, firaming, &c., were not of sufficient strength to bear the force applied by the pit wheels, (though they were very strong, and well exe- cuted for ordinary cases,) the shafit, framing, &c'., were in a high state of tremor, the machinery working in a rough and straining manner, and the wooden teeth (5 inches broad, pitch about 4^) could not stand for any length of time. The mill was altered, by enlarging the pinion, to let the wheel run at 14 or 15 turns per minute ; and the pit wheel enlarged about one foot diameter ; afterwards the mill wrought very well. '^ In conunon corn-mills, and many others, there is a great deal of the impelling power lost by the smallness of the pinions, &c., which causes a great friction on the shaft or spindle, as well as by the friction of the teeth. Were both wheel and pinion increased in diameter, much advantage would arise, not only in saving of power, but in the tear and wear of machinery. It is on this account that a com- mill, constructed in the double way, other circumstances being the same, performs much more work than in the single way. 203. " In short, more things of this nature take place in machinery, than the most of operative mechanics, or even philosophers, are aware of ; and there can be no doubt, that, with a knowledge of the affecting causes, a vast deal might be done in saving power. For example, in a cotton*mill, the main shaft generally makes from 40 to 50 revolutions per minute. Let the weight of the shafts and machinery, the size of the journals, and the effect of the wheels on these shafts, and friction of journals, be taken into the account, in the one case, and let the main shaft be supposed to be reduced to half of the former velocity, that is, from 20 to 25 turns per minute, and let the strength of the shaft. CHAP. II.] ON THE SHAFTS OF MILLS. 189 together with a due proportion of wheels, he augmented, so as to preserve the same firmness in every part of the machinery as in the former, and that the ultimate part of the machinery may he hrought to the same speed as formerly, it will he found on investigation, that in the last case there will be a considerable saving in the first, or im- pelling power. " It must not be lost sight of, that, by reducing the velocity of the main shaft, a judicious increase of the diameters of the wheels thereon is absolutely necessary. Indeed, without strict attention to matters of that kind, the effect of any alteration that may be proposed or made is very precarious. A due regard to the proper diameter of wheels, according to the work they have to perform, is a matter of very great importance ; and it will be found, on general inquiry, that in most cases of machinery, it would be prudent to have the wheels and pinions of large dia- meter ; and, as we said before, by increasing their size, the force, strain, and friction on the shafts and journals are diminished in the same ratio. " Suppose, in a mill, that a range of Ijring shafts, of 80 or 100 feet long, together with wheels, &c., fixed on them, weighed yOOOlbs ; the journals 4 inches diameter, making 46 turns per minute ; the surface of the journal would at that rate move at about 50 feet per minute : and supposing that the friction was equal to one third of the weight, we should have 7000 ^ 3 = 2333 x 50 = 11 6650 -r 44000 = 2'66 ; that is, nearly 2f horses' power expended in over- coming the friction of these shafts*. " Again, were these shafts and journals extended to 5 * Thai is, Taluing the horses' power at 44000 lbs. 1 foot per minute. Sm page 88, ^ Horses Power" Art 108. The quantity of frietion is much overrated, but the loss of power would be very considerable on the lowest estimate ; and, therefore, the proper situ- ation for the fint mover in a system of machmery is of some importance. O 190 ON THE SHAFTS OF MILLS. [ CHAP. 11, inches diameter, and their numher of turns reduced to one half of the former ; that is, to 23 turns per minute, the surface of the journal would move at the rate of 31 feet per minute, and the weight of the wheel and shafts in- creased one hal^ or say, to 10000 lbs., we should have 10000-=-3=333Sx31 = 103323-?-44000=2-348, that i8» nearly Q^ horses' power ; so that in this last case there would be a saving of something more than three tenths of a horse's power, and the machinery would be, in every re- spect, improved. 204. " In a horse-gin, where a pinion is driven by a toothed wheel on the gin, the friction, or strain on the journals, depends on the situation of the horse-beam; at any moment of time when the lever or hors^-beam is above or below the pinion, the friction on the shaft will be the least, and when in the opposite direction, the friction and force on the shaft will be the greatest, and the general friction will be as the size of the main wheel ; that is, the smaller the main wheel is, the friction and force on the shaft will be the greater, and the larger this wheel is, the friction, &c., will be the less ; it being understood that the friction or strain on the gudgeon, or axle, on account of the reaction of the teeth of the wheel is meant^ and not the strain on the shaft, to twist it, nor any other friction or strain whatever. 205. " In a water-wheel turning machinery, in many cases, it is most advisable to have the toothed wheel of the same diameter. In this case, whatever power or force is applied to the wheel, the same must be resisted by the teeth of the wheel ; and it also follows, of course, thai whatever is the size of the wheel, or pinion which is driven by the main wheel, that the very same strain is on the shaft ; that is, the same as on the teeth ; and the shaft must be sufficiently strong to withstand the pressure. But another circumstance occurs, that by increasing the size of CHAP. II.] ON THE SHAFTS OF MILLS. 191 the pinion, there must necessarily be increase of the dia- meter of the shaft to withstand the twist. The shaft by no means, however, keeps pace with the augmentation of the wheels, but is only as the cube-root ; for instance, a water- wheel of 16 feet diameter would work very ill into a pinion of 12 inches, supposing its shaft or journal to be 3 inches diameter. Again, let the pinion be increased to 2 feet diameter, a shaft of 3f inches will be sufficient to with- stand the twist, the friction on the journals will be much less, and the strength to resist the strain will also be much increased. General rules cannot be laid down with accuracy in these things. It is the particular circumstances of the case that will guide a machinist in the construction of any piece of machinery ; and if he be not well acquainted with these, it cannot be expected that his schemes will be well arranged. ** The above observations are no doubt at variance with the opinions of those who are continually holding up the simplification of machinery. For instance, Fenwick's * Essay on the Simplification of Machinery.' * In many cases it is prudent to make machinery of a more complex nature than it is sometimes constructed ; and in order that it may be easier driven, that the tear and wear may be lessened, as well as the ultimate expense and trouble of attending it.'' t * The miLirimg of Fen\«ick consider friction only, and arc so far correct ; but of the wear and tear, and friction of teeth, he has taken no account. His 6th maxim, that ^^ Small wheels are equally as generative as large wheeliB, if the same ratio of size be preserved," is true only within certain limite, (see Art 33,) but these limits being assigned, his other maxims hold tin the stress on the moving parts is less from a greater number of small wheels, than from fewer large ones. t John Robbbton, to whom the world is largely indebted, not merely for the fer^cMiig dever and scientific remarks, but for much of modem im- praTfOWDt, WM, in his day, (the beginning of the present centory,) one of thesMNl diitingmahed millwri^ts or engineers in Olasgow. o2 192 ON THE SHAFTS OF MILLS. [cHAP. II. 206. In the essay to which Roberton in the forcing observations alludes, Mr. Fenwick infers, (p. 64s) that '* the most perfect machine is that which operates with the fewest moving parts.^* But Fenwick seems to have beai misled here by a desire to generalize. Simplicity is, no doubt, a most desirable quality in a machine, provided it can be obtained without making a sacrifice of power or of durability. A sledge has fewer moving parts, and in that sense is more simple than a steam carriage, yet no one with truth could say that a sledge is more perfect*. Nor, perhaps, does the simplicitif of a machine consist strictly in having^/few; moving parts. If the parts of a ma- chine be few, they are perhaps more easily taken in by the eye at one view, which may make them more easily compre- hended by the mind, and in that sense be more simple. But in machinery, the kind of simplicity at which we ought to aim, has more regard to the manner of action than to the number of the moving parts. Thus, for example, when a weight is to be raised, if one wheel worked by a screw he employed, the machine consists of fewer part^ than two wheels and two pinions, applied to the same purpose. But in this last case, the manner of action is really more simple; for the action and resistance are directly opposed in the same line ; whereas, in the case of the screw, the action is oblique, and experience shows that it has much more fric- tion, and much less durability. What is here said of manner of action is applicahle in comparing machines, consisting each of trains of wheels and pinions ; for the most durable, by longest maintaining the true figure of the teeth, will ultimately be the most simple in the manner of its action. It is evident, that when the teeth become much worn, that the manner of * The Essay by Fenwick here alluded to, is wholly confined to the <^ plicatum of wheel- work ; consequently the remarks in this and the follow- ing paragraph are not applicable to his Essay. ....] ON THE SHAFTS OF MILLS. I'J^ becomes proportionably more oblique and less lie. Respecting the durability of the wheel-work of we may refer the reader to Art. UX). It can be of very little use to give rules for the dia- of gudgeons, or for the strength of shafts, unless be accompanied with some method of estimating the ng force. Our author has not touched upon this ^ of his subject ; and therefore we have inserted Ro- berton's remarks, with the ^iew that the information which convey, respecting the stress on shafts and gudgeons, be studied in their proper order ; we shall add some ional inquiries to these articles, '. Let AB, Plate [IV. A.] Fig. 4., represent a shaft, one wheel at d, and another at c ; these wheels being any size whatever. If a power act upon the wheel d at thi! point F, and the resistance be at w, the stress arising from these forces will cause a pressure on both the gudgeons ; the line wp being drawn, cutting the axis at some E ; the stress upon the shaft and gudgeons will be same as if a force equal to the power and resistance together, were applied at the point e. Hence it is clear. It when the wheels differ considerably in size, the IpoD next the smaller wheel will have to sustain the iter part of the stress. 08. But if the resistance were at w, the power and re- ttice in this case being at the same side of the shaft, pressure will be downward on one gudgeon and up- i upon the other. For the descending power p is re- sd by the support of the gudgeon at a, and by the re- at w ; but the power not falling between these it will tend to raise the gudgeon b. KJ. Again, if the resistance be at the point c on the or under side of the wheel c, the pressure at the u will be wholly in a lateral direction ; conse- 194 ON THE SHAFTS OF MILLS. [^CHAP. H. quently, when the impelling power moves with the wfaed, the stress on the gudgeons will vary considerahly both iB intensity and direction. If the plan of the shaft and wheels he drawn to a scale, it will be easy to compute the pressures in these difimnt cases, and to compare them ; and perhaps a young machinist will feel some pleasure in such comparisons, where he would have been fearful of engaging with a mass of algebra. Case 1. The power and resistance being at opposite sides of the shaft. Draw the line a b in the middle of the shaft, and also draw the line wp. Then to find the stresB upon the gudgeon b, we shall have a b : a e : : power added to the resistance : stressonthe gudgeon b; or ^ ^^ AB the stress upon the gudgeon b. Also ab : be :: power added to the resistance : stress on the gudgeon a = be X (p + w) ■ ■ • ab Case 2. The power and resistance being at the same side of the shaft. Draw the lines Ate and pb which cut one another at f. Then, the line pb mav be considered a lever with its fulcrum at f ; and to find the stress neces- sary to keep the gudgeon b down, we have bf : pf :: power at p : stress at b = = the stress on the gudgeon B. B F This stress will obviously be opposed to the weight of the shaft and wheels. Also, af : wf :: the resistance at w : stress on the gudgeon at a, = . This stress will be AF to add to the stress from the weight of the shaft and wheels. Here it may be remarked, that it is desirable that the greater pressure on any gudgeon should always, when con- venient, be in the direction of gravity, to prevent the un- pleasant jolts which take place when the machine is pat ON THE SHAFTS OF MILLS. So motion, when the pressure is upwards upon any of igadgeons. 210. But the preceding cases suppose that the power at and the weight or resistance at w, are parallel, they are, wever, oft^n ohlique in respect to one another. Let k, p. 5, (i, and 7. on a plan of such wheels, be the axis ; I p be that point in the eircnmference of one of them Bpe the power acts in the direction d p ; and let w be i point where the resistance acts in the direction dw. ben DE will be the direction of the stress upon the axis, d if D c be made proportional to the resistance ; or u A opcH'tional to the power ; and if the parallelogram Dcab >C4nnpleted, «d will be proportion^ to the whole stress on the axis, which is obviously greatest in Fig. 5, and It in Fig. f). Now, make cd perpendicular to de, tlien i is the pressure on the axis caused by the resistance at ) circumference of the lesser wheel ; and ad will be the on the axis from the power at the circumference the large wheel. But it must be remarked, that when 8 direction of the stress on the axis falls between the di- tion ODDOBONS WHBRB THE STBESS IS PRODUCED BIT LATERAL PRESSURB DNLV. The gudgeons having all the weight on the shafit mpport, ought to be made sufficiently strong for that while, to avoid unnecessarj' friction, they should ifflade as small in diameter as possible, conEistently with lent strength and durability. ■When we are able to determine the diameters of the gudgeons, or journals, this serves as a foundation for the Jroportions of the other parts of the shafts. ilthough wTought iron will bear a greater weight than iron, yet cast iron being not only cheaper, but much » easily formed into convenient shapes, gudgeons Bow most commonly made of that material. We shall, refore, in the first place, confine our attention to the Hbeters of gudgeons made of cast iron. Here it may ^per to state the following proposition : ill Prop. I — Solid cifUnders of the same letigtk have lateral strength as (lie cube of their diameters ', Jbr ffieral, the lateral strength of any pieces of iron or whose sections are similar Jigures, are as the cubes fe timilar sides of t/ie sections. That is, if a gudgeon of two inches be sufficient to sup- Soe Bmemou'ti 4to edition, prop. 67, cor. 2. Gregory 'a Mochanics, iuL I7U. cor. 3. 198 ON THE SHAFTS OF MILLS. [CHAP. lU. port a certain weight, a gudgeon of four inches will sap- port eight times as much. From this law, it is evident, that were all gudgeons made of iron of the very same quality, knowing the strength sufficient in any one case, it would be easy to cal- culate what it should be in any other case. But as there is a great variety, in point of strength, in different kinds of iron ; Welch cast iron, for instance, being stronger, as some think, by one fourth, than that made in Scotland ; it is prudent to calculate upon the weakest. Mr. Banks observes % that, '^Iron is much more uniform in its strength, than wood ; yet it appears that there is some difference in different kinds of ore, cr iron-stone ; there is also a difference from the same for* nace, perhaps owing to the degree of heat which it has when poured into the mould.'* 213. The strength of a gudgeon is limited by the strain it will bear without permanent derangement of its struc- ture, for the length is always so small in regard to the diar meter that the flexure will be, in all practical cases, insen* sible. The calculated stress should include every kind of force acting on the axis or shaft ; and the diameter should he determined, so that the gudgeon would be capable of re- sisting the whole stress if it were thrown upon the extreme point of its bearing, (see Art. 217- ) When w is the utmost amoxmt of the stress in cwts., and / the length of the gudgeon in inches, from the shoulder t^ the extreme point of bearing, it is shewn (Essay on Cas Iron, Art. 138.) that Cli^ZJiJ^* == rf; the diameter o 5 the gudgeon in inches. Or, 0*42 ( w /) * = rf. 214. But an allowance should be made for wear, which will be nearly directly as the stress, and inversely as the * Banks s Power of Machines, p. 94. ON THE SHAFTS OF MILLS. 19!) len^h of the gudgeon's bearing ; consequently the length of tiie gudgeon should be greater in the same ratio as the stress is greater. And till some more certain principles of jjrojKjrtioning the gudgeons of a machine so as to be of equal duration shall be found, we may allow one fifth of tbe diameter as a provision against wear where no gritty substance is likely to affect it, and one third in all cases irhere the gudgeons are exposed to gritty matters. RcLE — In the former case, the rule will become 0*5 («/)! =d. That is, multiply the stress in ewts. by the length of the gudgeon in inches, and the cube root of the product being multiplied by 0-6, will give the diameter of ik gudgeon in inches. WTicn a gudgeon is likely to wear much from the nature i the machine or its particular situation, multiply the •. root of the product by O'fi, instead of 0-5. Gud- s of water-wheels may be included in the class which « exposed to considerable wearj I K the stress on one gudgeon be equal to the weight of |e wheel, and the wheel be at the middle point, that part ■ the stress which is produced by the action of the moving Heer and resistance, must be considered equal to half the ight of the wheel ; for only half the weight will bear on K of the gudgeons in this case. But it often happens it the wheel is considerably nearer to one bearing than B other, and in such cases, the rule of the author woidd B likely to mislead. [ Since our author has given it as a general principle, that K diameter of a gudgeon should be equal to the cube f^»t of the weight supported in cwts., it will be desirable "> compare our rule witli that principle ; first assuming Ml the weight ia actually equal to the stress upon the IRlgeon. Now, in tbat case, the rules will be the same D 0-5/1 = 1, or / = 2 1 = 1"20. And in the second rule, 200 ON THE SHAFTS OF MILLS. [CHAP. UI. when /= (— ) =1*185 inches. Therefore whenever the •6 length of the gudgeon exceeds ahout 1 inch and ^, the rule gives the diameter too smalL Again, if we take the actual stress to be only half the weight of the wheel in cwts., which is clearly in all cases less than the real stress, the above numbers should be multiplied by the cube root of % which will show that the author's rule becomes in defect again when the length exceeds 1*587 inches. We shall proceed in this inquiry, on principles siinilar to those which have been followed in the Inquiry respect- ing the Strength and Durability of the Teeth of WhedSf namely, by taking a number of cases from mill- work in ac- tual use, and drawing inferences from them. This metbod of making inferences, by collecting and arranging facts re- specting miU-work, being much safer and more usefiilf than founding calculations upon experiments, often made on a small scale, and under circumstances very different from those which occur in practice with machinery. We begin with considering the gudgeons of water-wheels. SECTION II. OP GUDGEONS OP WATER-WHBELS. 215. In the following table, water-wheels of various weights are collected, and the diameters of the gudgeons in actual use, stated. The weights of the cast iron wheels were found, from the weight of the castings, &c., of which they are composed. The wooden wheels are estimated, making allowance for the wood becoming heavier by being soaked in water. We are aware, however, that besides the mere weight of the wheel, other circumstances should be . .„.] ON THE SHAFTS Of MILLS. 201 &en into account', such as the weight of water in the buckets, and the pressure brought on the gudgeon by the resistance of the work, &c. But we shall follow the ge- neral result of those cases only, in which the gudgeons havo been found sufficiently strong, and we apprehend that those extraneous causes on the one hand, will not affect our rules more than the different qualities of cast BwiU the strength of gudgeons on the other handt. fhe water-wheels in the table were all in the middle of ir respective shafts. Both gudgeons of each wheel had, lefore, equal stress. 216. Description of the first Table of Gudgeons of 'dtr-telieels. Column 1. contains letters to distinguish the wheels. 2. shews the material of which the wheel is made. 3. the diameter in feet, ■i. the width in feet. 5. the kind of wheel. 6. the diameter of the gudgeon in inches. * See Encyclopfedia Biitannica, ulicle Rotation. * These remarks of Bobcrtaon Buclianan render it necessary to say a ■ule9 founded on empirical principles, and particularly when ire not minutely detuled for those cases on which the I m founded. It rule far the strength of gudgeons in the text, supposes the stress to llnjti proportional to the weight of the wheel, but thia supposition triy ever corresponds «nth the truth ; consequently, in the cited proc- t, if the stress was not the greatest possible, in regard to the weight ;lb wheel, and the meta! of an inferior quahty, Uiis rule may lead us Iwrious errors. But the practical eases ore not described, and therefore >t judge, from any thing in the teat, of the safety of the rule. B mlc ia to be formed by any process, every cause of stress should imiiilered, and where siinphcity is desirable, the stress should be rcpre- d by a quantity which is certain to equal it, even in an extreme case. (Uaot err greatly, if the error be always on the dde of strength. 302 ON THB SHAFTS OF HILLS. f {»AP. m. Column 7. the weight of £ome of the wheels, in tou and cwtB. 8. the weight of some of the wheels, in cwti. and qrs. 9. contains the cube root of the weight The use of this column is to compare the several gud- geons with the law contained in IVop. I. For, were tH the gudgeons duly proportioned to the weight they hafe to sustain, they would be to one another as the cube roots (tf their weights. TABLE I. GUDGEONS OF WATER-WHEELS. 1 2 3 i 5 G 7 8 9 y i 'tl wrighiof Wright of Wheel ^ 3 i whHilllll fheeli tn node of Elod. lontind cwu.u>d Df wdshl II 1 cint. *""■ Incou. A Wood 24 12 Ovcrshol 7 23 14 474 7-796974 B Cart iron 16 6 ditto 7 12 Q40 3 6-214464 C- Caitiron 16 8 ditto 6i 16 io 930 6-91IM23Th?MJ(~ D Caalimn 1 wheel *nd [^ 4i ditto 24 480 7 -829736 ouu*. buckets f 1 E Wood 16 fl ditto 6 10 211 5-95334 1| F Wood 121 7 ditto 6 5 14 114 4-8488081 G Wood 3-2 11 ditto 10 H Hi 10 ditto 7 Wood « ditto 8 K Rr i» lO ditm 10 • Tbe holhn ihuft oT C OBIBRVAIIONS I I THB PtBST TABLB OF QUDOEOHS. 217. Particular care should be taken that the axis of the gudgeon be exactly in a line with the axis of the shaft which it supports, otherwise the motion will be imequal, and at one part of the revolution the stress will be thrown CHAP. III.] ON THE SHAFTS OF MILLS. 203 to the point of the gudgeon; this would endanger its breaking, more particularly if very long, though otherwise sufficiently strong*. In the case h, we have an instance of a gudgeon breaking, from being made too long. In practice it is a good method to turn the gudgeons of a wooden shaft, after they arc fixed in their places, a second time, in order to render them quite true. 218. From comparing the diameters of the gudgeons (column 6) with the cube root of the weight in cwts. of the wheel, (col. 9,) it will be found that they approach one another. In other words, the • cube root of the weight in cwts. is nearly equal to the diameter in inches. In the case c, the gudgeon broke only from being a bad casting, although it is smaller in proportion to its weight, than most of the other cases. Since it was renewed of the same size, it has continued to support its work. When, there- fore, we can ascertain the weight of a water-wheel, we have a very simple rule for finding the diameter which the gudgeon ought to have. RULE I. 219. The cube root of the weight of a water-wheel^ in hundredweights^ is nearly equal to the diameter in inches of a cast iron gudgeon sufficiently strong to support such wheelf. We say nearly^ it being evidently most prudent to make the gudgeon a little more rather than less in diameter, and to make aUowance for wearing. * The possibility of such a cause of failure should be guarded against in proportioning the strength of a gudgeon. See Art. 213. t In water-wheels, the stress is not proportional to the weight of the wlieeL See Art 212 — ^215 inclusive, where more correct principles are iiifiettigited. Alao tee the cantions in note to Art. 215. S04 . ON THE SHAFTS OF MILLS. [CHAP. 10. EXAMPLE. Suppose a water-wheel to weigh 12 tons, 0 cwt, 3 qn. what ought to he the diameter of a cast-iron gudgeon, suf- ficiently strong to support the wheel ? 12 tons = 240 cwt. 3 qrs. The cuhe root of 24075 = 6*221 Answ. That is, the diameter of the gudgeon should not he less than 6*^ dia- meter. It ought to be rather more, to allow for wearing, &c. See B, in the first table of gudgeons. 220. As the weights of wooden water-wheels cannot be accurately known, without a good deal of calculation, it is desirable to have some more ready method for practical purposes. The weights of overshot, or bucket water-wheels, will be to one another nearly as their circumferences, or dia- meters and breadth. — ^We say nearly^ because the arms will make large wheels heavy in rather a greater proportion. Hence the following rule is formed on the direct proportion of the sole and buckets, adding one-half of the diameter increased in the duplicate ratio or square of the diameter. RULE IL For fcooden water-wheels^ multiply the diameter in fid by the width also in feet, to which add the square of half of the diameter. The cube root of the sum will be nearly equal to the diameter of the gudgeon in inches. EXAMPLE. Suppose a wiioden water-wheel 1 2 feet diameter and 7 feet wide, (^see e in Table !!• of Gudgeons.) CHAP. III.J ON THE SHAFTS OF MILLS. ^).5 12 X 7 = 84 The square of 6 « 36 ISO the cube root of which = 4'9S24.24; that is the gudgeon should not be less than about 5 inches diameter. IZPLAHATIOH OP TABLE II. OF WATBB-WHSBL8. 2S1. All the columns, except No. 10, are the same as in Table X,* The colunm 10 shews the result by Rule II. TABLE II GUDGEONS OF WATER-WHEELB. i t DlDin Wherf s i KIpd. w^hi or 1 lUnuirlu. A Wood 24 ~ii Overahol 7 23 14 474 7-796974 7-559525 B Out iron 16 16 ditto 7 12 2 24^ 6-231678 C C«t iron 16 8 ditto »l 16 10 330 6-910423 DOW iron 32 4i ditto 9 SO 400 7-368063 nfaeeluid buclieU K Wood 12 7 ditto C 5 14 114 4-848808 4-932424 F Wood S& 11 diao 10 9-471647 G Wood 21 10 ditto 7 6-839903 H Wood 28 6 ditto 8 7-140037 I Wood 16 9 ditto 6 io 211 s-a^i 5-924991 K Wood 18 10 ditto 10 .. 6-390676 r IBON ODDOEONS FOB VABIom FUBFOaSS. 2S2. Taking it for granted that the cube root of the weight of a water-wheel, in hundredweights, is nearly equal to the diameter in inches of a cast iron gudgeon, sgfficiently strong to support such wheel, the following * In then table* Uh wd^t of the wheel b U diffeicot. We mippoae the Int taUe to 1w the oomct e^iiDg3TU0Il«. Sae FUL Hi^ VoL X I CHAP.m.] ON THE SHAFTS OF MILLS. Sll USE OP THE TABLE, EXAMPLE. ^. To find the diameter of a wrought iron gudgeon of the same strength with one of cast iron of 3 inches diameter. Look in the 1st column for S, and on the same line in the 4th column will be found 2*571 S82, that is, a little more than ijj inches, the diameter required of the wrought iron gudgecm. The numbers in the Srd column, being the cube of those in the 4th, another use may be made of this part of the table. For, supposing the 4th column to represent cast iron gudgeons, then the Srd column will represent the hun- dredweights which cast iron gudgeons of those diameters should sustain. Before proceeding to consider the bodies of shafts sub- ject to lateral stress^ we shall inquire into the strength of joumak of shafts subject to torsion. CHAPTER IV. X L 7 JIC2XALS. WBXS THB STRESS ARISES FBOH a TwrasnjKk, is Aoxnox to lateral stress^ Strength and Durability of if Wsfesefe^ we luiTe used what is called the hmsei h Jt^sasfsre iar the strain. We refer the reader -D ^nac iPB? lan? diere said (Art 108 — 114) in explana- imL IT :3ac vm vhieh ve shall use here, in measuring the jriutfOi: CB shafts bv torsion or twisting. c^ torsioii, as well as that of lateral pressure, prnpMtionate strength is as the cubes of the It 3CIT be proper here to remark, that what we had to g journals, relates to those of cast iron, for iron will bear more lateral stress, as we ^Art. *25,) yet it is a fact, perhaps not gene- nZy known, that wrought iron will not resist torsion equal )£^ cast iron^. In seme cases a journal has not only torsion to resisf, bet abo to carry a very heavy fly wheel, and it is prudent * When ft shaft has a support between the points where the poirer aofi resuSftDce are applied, the part of the shaft which revolves on this sopport }< oued a Journal, i + See Gr^ry's Mechanics, Vol. I. Aft. 191. This reference is to a statement that the strength is i awpcrtw^ bot it is not demonstrated. t The author seems to be under a miatelt^ k CHAP. IV.3 ON THE SHAFTS OF MILLS. 213 in such cases not merely to make an allowance for the weight properly balanced, but also for any inaccuracy which may occasion swagging, which greatly adds to the stress : but others have hardly any other resistance but what arises fitmi torsion. It is further observable that the value for 10 horses in the smaller engines is much less than in the larger. For this difference what we have said respecting the weight of the fly in a great measure accounts : and not only is the heavier fly to be considered, but also the greater danger of accidents from a large fly than from one that is of a smaller diameter. SECTION 11. OF PBOPOBTIONINO JOURNALS TO THE STRESS WHICH THB7 HIVB TO SUSTAIN. 229. The stress any journal has to sustain being as the horses' power to which the resistance is equal directly ^ and the number of revolutions which the shaft makes inversely^ it follows: That a resistance for example of 32 horses' power on a journal making 50 revolutions per minute, has the very same stress with a resistance of 16 horses' power on another journal making 25 revolutions per minute. dS divided by 50 is equal to 16 divided by 25, each of which gives a quotient of 0*64«. Therefore in all cases when the horses' power divided by the revolutions per minute produces the same quotient the stress is the same. Thus a resistance equal to 50 horses' power making 50 revolutions per minute, produces the very same stress as 10 horses' power making 10 revolutions per minute. Having therefore fixed on any journal which has been found sufficiently strong, we may make any other to have Ae same strength in proportion to the resistance which it has to overcome in the following manner. 214 ON THE SHAFTS OF BflLIA |^CBAF. IT. 230. Rule. — If it so happen that the hone^ pom, and the revolutions per minute he the same mumberm Fcr instance, 50 horses' power making 50 revolutioiiBy 5O-r50 = 1 ; then the cube of the diameter of the jofunal will h a multiplier, by which to find the cube of the diameter of the required journal. But in case the horses' power and the revolatiooi par minute are different numbers^ then you must suppose them both the same, and calculate (as in Ex. II.) what» in that case, would be the proportionate diameter of the joumaL— The cube of this diameter will be a multiplier, the saine u mentioned above. Having found the multiplier, to find the diameter of the required journal. Divide the horses' power by the revolutions per minute. Multiply the quotient by the multiplier^ the cube root of the product will give the diameter of the journal re- quired*. EXAMPLE I. To find the multiplier from a journal 7^ inches diameter, where there is an engine of 50 horses' power turning a shaft, at the rate of 50 revolutions per minute. Divide the power by the revolutions, that is 50 divided by 50 is equal to 1 ; the diameter of the journal is 7i inches ; the cube of this is 4^, which multiplied by 1 produces 420. In this case it happens that the horses' power, and the revolutions per minute, are the same numbeTf therefore we with little trouble find the multiplier. EXAMPLE n. PVom a journal of 4 inches diameter, where the horses' * See Art 233. CHAP. IV.3 ON THE SHAFTS OP MILLS. 215 is 1 ii, and the revolutioDs per minute 4>8 ; to find c multiplier. Now let us suppose both numbers the same, that ie, 12 irses* power, and 12 revolutions. Here it is evident that there will be four times the brought on the journal. Its actual diameter was 4 Then the cube of 4 is 64, C-t multiplied by 4 is 256 inches, The cube root of which is 6.35, riiieli is the diameter which the journal ought to have, to be in proportion to the velocity. The cube of 6'35 is 26, iliich is the multiplier required. 11 is to be observed, that in the latter case a much nailer steam engine is employed than in the former, and, lerefore, for reasons already given, (Art. 228,) has less i brought upon the joumaL This accounts for the ultiplier being less. We shall now give an example of the application of a inul- Her; let us take that found in the ease Example I., viz. 80, and see what size of the journal it would give in the Be Example II., which is an engine of 12 horses' power id journal making 48 revolutions per minute. 12 divided by 48, equal to -2.5, then multiplied by 420, B a quotient of 105, that is, the strength of the journals it be as 420 to 105; but the cube root of 420 is 7^, dthe cube root of 105 is 4f, which points out that the TOnials 74 and 4| arc proportioned to their respective In like manner the following table is calculated; Hie multiplier being 420. fSl. Description of the Table of' Journals, proportionate to D, havin-g 420 ns a multiplier. Column 1 contains letters to distinguish the cases in 216 ON THE SHAFTS OF MILLS. [CHAP. 1?. which D is the some as Example L (Art. 230,) andE, Example II. of the same Art. Column 2 the horses' power. Column 3 the revolutions of the journal per minute. Column 4 the product of the horses' power divided by the revolutions of the shaft. Column 5 contams the proportionate strain on each journal, represented in whole numbers, which are found by multiplying the product in column 4, by 420, as a molti- plier. Column 6 diameters of journals, as really executed in several steam engines. TABLE OF JOURNALS Proportionate to d, having 420 as a multiplier. 1 A B D E F 2 3 4 5 6 Niimhers of horses* power. Revolutions of journal per minute. Product of power divided DV the rev. of the journal. Proportionate strain on journal. Diameters of journals from observation. 32 32 50 12 9 58 19 50 48 55 0-55 1-67 1-0 0-25 0-16 231 701 420 105 67 9; 4 4 OBSERVATIONS. 232. We have ab-eady observed, (Art. 228,) that, be- sides torsion, the journals of fly-wheel shafts have consider- able lateral and other stress, arising from the weight and swagging of their fly wheels, and therefore they ought to be made stronger than shafts, in other situations. The multiplier 420, therefore, which we have used in the table. IV.] ON THE SHAFTS OF MILLS. 217 eld give diameters too great, for some other parts of ihinerj'. A journal, for instance, subject to torsion, mediately connected with a water-wheel, has, from the [ht of the wheel and other causes, considerable lateral » ; but not 80 much as that of a steam engine. The Bnal may, therefore, be considerably smaller than would required for a steam engine fly-wheel shaft subject to same degree of torsion*. Again, a secondary shaft driven from a steam engine, a T-wheel, or horse-gin, by means of wheels, has in gene- very little lateral stress, compared with the two cases stated ; and may therefore have a journal smaller than er, when the degree of torsion is the same. SS3. For these reasons the three following multipliers U probably approach near the truth ; that is, for journals steam engine fly-wheel shafts (where the power is mo- ite) 400 Journals in immediate connexion with water-wheels t, other heavy work 300 Journals for the ordinar>' kind of internal mill-work 100 Suppo8e B, in the table, (Art. 231,) 1-67 multiplied by 0, is 668, the cube root of which is 8'74l6 inches, dia- of journal. SS*, When the resistance of a journal is equal to the 'ittbg stress, the strain not being sufficient to produce nnanent derangement in the material, the cube of the meter of the journal will be equal to 3*78 times the It wems B better method to use a mode of c&Iculadon which includes dectof lateToI streBs; see Art. 333. The reader will jtletme to obaerre, that, when Bnchamui uses the word ol here, he suppows it subject to torsion. Where there is latenl KK only, and no tornon, he invariably uses the word gudgeon. 218 ON THE SHAFTS OF MILLS. [CHAP. IT. number of horses* power divided by the number of revo- lutions in a second*. But some allowance must be made for wear, and if this be made so that the journal shall have sufficient strength when it is worn down one-sixth of its diameter, the nonher 8*78 should be made 6*01 ; or with sufficient accuracy & If the number of revolutions in a minute be employed instead of those in a second, the constant multiplier, 6| must be multiplied by 60 ; and therefore the constant mul- tiplier will become 360 ; and a less number ought not in any case to be employed, because there will always be some lateral stress in addition to the twisting stress. The re- sistance of a journal, or its diameter as regards the twist- ing strain, may be always calculated by the following rules. Rule. — If n be the number of revolutions in a minute, N.d? and d the diameter of the journal in inches, then Qkf;=thfi number of horses' power the journal is sufficient to resist. Rule. — If n be the number of revolutions per minute, and H the number of horses' power moving the train of machinery, then 7*12 x (— ) = rf, the diameter of the jour- nal in inches. EXAMPLE. Let it be required to find the diameter of a journal for case B in the table of journals, Art. 231. ; then we have h equal 32 horses, and the number of revolutions n equal 19; 32 therefore Yq = 1*68421. The cube root of 1-68421 is found to be 1-19; and 7*12 x 1-19 = 8-4728 inches, the diameter of the journal, or nearly 8^ inches. * The reaaon of this rule will be given in treating of the resistance d shafU. CHAP. IV.] ON THE SHAFTS OF MILLS. 219 235. But the effect of lateral stress ought always to be considered, and we have found the strength of a gudgeon to be 0"6(w/)i = rf; where the stress is wholly lateral, (Art 212.) Or, 0-216 w/ = flP. And the strength of a journal, where the stress is altogether twisting, to be = flP ; therefore, since journals bear both kinds of stress, we have as a general Rule. — (0'2l6 w/ -f ) = rf, the diameter in inches. Where w is the lateral stress upon the journal in cwts., / the length of the journal in inches, h the number of horses' power moving the train of machinery, and n the number of revolutions of the journal per minute. SECTION III. 236. When the diameter of a journal and its revolutions per minute, are given, in order to find the horsed power to which it is equal ; we must invert the preceding operation, and convert the multiplier into a divisor. Rule. — Cube the diameter of the journal, divide the cube by the divisor. The quotient multiplied by the re- volutions per minute, gives the horses' power, to which the journal is equal . EXAMPLE I.— F IN THE TABLE. Suppose the journal of a steam engine to be 4 inches diameter, making 55 revolutions per minute, then we shall use 400 as a divisor. The cube of 4 is 64, divided by 400 equal to 0*1 6, then this quotient (0*16) multiplied by 55, gives 8*8 the horses' power, to which the journal is equal 9S0 ON THE SHAFTS OF MILLS. [CHAP. T EXAMPLE n. Suppose again, the same size of a journal, connecti with heavy machinery, then we must use 200 as a diviso: The cube of 4 = 64 -r- 200 = -32 x 55 = lyG horsi power. EXAMPLE m. We shall take the same journal for internal work, of tl ordinary kind, and use 100 as a divisor. The cube of 4 = 64 -r 100 = -64 x 55 = 35-2 horsa power. CHAPTER V. SECTION I. ON THE BODIES OF SHAFTS. 237. From what is stated in the preceding part of this Essay, the millwright will he enahled to approach suffi- ciently near to the truth, for all practical purposes, in pro- portioning gudgeons and journals to the stress which they have to sustain. Taking this for granted, it may he pro- per for us next to consider what relates to the bodies of shafts, or those parts which lie hetween the gudgeons or journals. In this part of our inquiry, we may derive assistance from the principles which have heen applied hy writers on mechanics, to the stress of timher and other materials*. The generality of writers on mechanics, how- ever, as Dr. Young justly observes, (vol. i. page 136,) have confined their attention to strength (resistance to fracture) alone, although there be other very important properties, which required their consideration. The most usual as well as the most important effect, produced by the application of force is flexure : (p. 138, ibid.) stiffness therefore, as well as strength^ ought to be considered in determining the form, as well as the quantity of materials, for any mechanical purpose, more particularly that of a Bhaffc in mill- work, which in theory may be considered as an inflednhle straight line. The practical reader should attend to the distinction between stiffness and strength. * Few operatiTe mechanics hare a distinct notion of the difference be- tween ilnngtk and tHfiteis. Q2fi ON THE SHAFTS OF MILLS. [CHAP.T. Stiffiiess is that property which resists ^jrt^r^ or ben^ng. Strength that which resists fracture or hreaking. The consideration of their limits, may make this plainer. The limit of stiffness \& flexure ; the limit of strength is Jracture. The stiffness of a heam follows laws very different from those which determine its strength ; these laws we shall presently consider, and endeavour to shew their application to practice, with regard to some cases of shafts. But although those laws may throw considerahle light on the suhject, yet it must he confessed, that there are many cases in practice, in which it is very difficult, if not impossible, to apply them ; for it is very often difficult to estimate what may he the amount of the lateral pressure on shafts, arising not only from their own weight and that of the wheels, upon them, hut also from the thrust, proceeding from the action of the toothed wheels, and other extnu neous causes. In cases of this nature, where calculation fails, much must he done, hy what Smeaton calls feeling*^ which will direct the experienced millwright to make a due allowance for whatever accidental strain may be Ukelv to occur. We shall now proceed to state and apply some of the laws, respecting stiffness and strength, with regard to force, applied transversely. OF LATERAL STIFFNESS AND LATERAL STRENGTH. 238. The " stiffness of any substance, is measured by the force required to cause it to recede, through a given small space, in the direction of the force," (Young's Nat. Phil- vol. i. p. 139.) Its transverse strength is measured by the pressure required to produce its fracture, or, in other words, to break it. * Smeaton 8 Account of Eddjstone Lighthouse, p. 136. OX THE SHAFTS Of MILLS. TROPOSITION 11. Any beams of' equal length have tfieir lateral 'M, [/o bear a load at any point in t/ie length,'] as breadth and cube of the depths (Young's Nat. Phil, vol i. p. 139, or ii. art. 333,) and have their lateral ttretigth, atf the breadth and square of Die depth*, (Gre- vol. i. art. 169, cor. 1. Emerson, prop. 67.) IU3, if a square beam measure twice as mucli, on the le, as another of equal length, it would be sixteen times as stiff. In other words, it will sustain sixteen times le weight, without bending. But, if a square beam be twice aa much on the side as ither, both being the same length, it will be only eight B stronger. !ence we see, that when beams or shafts are of equal ths, their stiffness, by any increase of thickness, in- Bes in a higher proportion than their strength. EXAMPLE 1. f a beam or shaft be four inches square throughout, another five inches, both of equal lengths ; what is ■ comparative stiffness f The cube of % is 6+, (Mix 4 =256, The cube of 5, is 1^25, 125 X. 5 =625, That is, the shaft of live inches is nearly two and a half stiffer than that of four; in other words, it would [lire nearly two and a half times the weight to Iwud it. Ihat h, as tlie cube of the «de of a square beam, sjid in general tlic Kof any beams wbose sections are similar, as the cube of ibc diametere of tbc seclioiis. 224 ON THE SHAFTS OF MILLS. [CHAP. V. EXAMPLE II. If a beam or shaft be four inches square throughout, and another five inches, both of equal lengths ; what is their comparative strength ? The cube of 4, is 64, The cube of 5, is 125. That is, the five inches shaft is nearly twice as strong as that of four inches ; in other words, it would require nearly double the weight to break it. PROPOSITION III. 240. Any beams of different lengths have their stiffness [to bear a load at any point in the length^ directly as the breadth and the cube of the depth, and inversely as the cube of the length, (Young^s Nat. Phil. ii. art. 333,) and have their strength directly a^ the breadth, and as the square of the depth, and inversely as the length*, (Young, vol. ii. art. 335.) Thus, if a beam be twice as long as another, of the same breadth and depth, it will have only one eighth of the stiffness, while it will have one half of the strength. Hence the stiffness of shafts or beams by any increase of • This is not strictly true in practice, for " some experiments appear to shew, that the strength is diminished, in a proportion somewhat greater than that in which the length is increased." (Young's Nat. Phil. vol. ii. p* 147.) The variation is caused by the increase of strain which takes place wbc^ the flexure is considerable, (see Elementary Principles of Carpentry, Art 18,) and some decrease of cohesive power when the natural arrangement of the particles of a body is disturbed more than in a certain degree; but these causes are insensible in a practical point of view, because we can never allow the stress to produce so much flexure, nor die strain to be 00 near to fracture, as to make it necessary to allow for such circumstances. CHAP, v.] ON THE SHAFTS OF MILLS. 225 their length, decrease in a much higher proportion than that of their strength. EXAMPLE I. Suppose a beam or shaft, four feet long and four inches square throughout, and another eight feet long and seven inches square ; what is their comparative stifihess ? The cube of 4 feet, is 64, The cube of 8 feet, is 512, 512 divided by 64, is equal to 8, that is, when we double the length, we decrease the stifihess eight times. The cube of 4 inches is 64, which multiplied by 4 is equal to 256, a number representing the stifihess of the four inch shaft. The cube of 7 inches is 343, multiplied by 7 is equal to £401, divided by 8 is equal to 300*1, then as 256 is to 300*1, so is the stifihess of the shaft of four inches to that of a shaft of seven inches. EXAMPLE n. Suppose a beam or shaft,^ four feet long and three inches square, and another eight feet long and seven inches square, what is their comparative strength ? The cube of 4 is 64, which represents the strength of the four inch shaft. The cube of 7 is 343 ; but the shaft being of double length, we must halve this sum, to find the number repre- senting its strength, viz. 343-^2 = 171*5 divided by 100, that is, as sixty four is to a hundred and seventy-one and a hal^ 80 is the strength of the short shaft to that of the long one. Thus the shaft of seven inches, eight feet long, has nearly two and six tenths times the strength, of the firar inch four feet long. 2^ ON THE SHAFTS OF MILLS. [CHAP. V. PROPOSITION IV. 241. Supposing a tubcy indefinitely thin^ to be expanded into a similar tube of a greater diameter^ but of equd lengthsy the quantity of matter remaining the same^ tiie STIFFNESS will be increa^edy in the ratio * of the square of the diameter^ and the strength in the ratio of the dia- meter f. Thus, if the one tube be double the diameter of the other, it will have four times its stiffness^ but only double the strength. Hence, hollow cylinders of equal lengths, by any in- .crease of diameter, increase in stiffness^ in a much higher proportion than in strength. EXAMPLE I. Suppose two thin narrow cylindrical cast iron shafts, of equal lengths and weights, the one of one foot diameter, and the other three feet diameter, required their compara- tive stiffness ? The square of 1 is 1, The square of 3 is 9, that is, the shaft of three feet diameter, is nine times stiffer than that of one foot. * Ratio, that is, proportion. t This proposition is taken from Dr. Young's Nat. Phil. vol. ii. wl. 339, where it is followed by this essential limitation. " When a beam of finite thickness is made hollow, retaining the same quantity of matter, the strength is increased in a ratio somewhat greater than that of the diameter, because the tension of the internal fibres at the instant of breaking is m- creased." Dr. Young has given the correct rule for estimating the strengtb and stiffness of a hollow cyHnder, at p. 84, (Nat. Phil. vol. ii.) " The strength of a tube may be found by deducting from the strength of the whole cylinder that of the part removed, reduced in the ratio of tlie dia- meters." And observes, that " the strength is in this case in the sune ratio as the stiffness." CHAP, v.] ON THE SHAFTS OF MILLS. 227 EXAMPLE II. Suppose the same shafts, as in example first, required their comparative strength ? Diameter one foot, Diameter three feet, that is, the three feet shaft is just three times stronger than that of one foot diameter. 242. In these examples, we have supposed the weight of the shafts equal, that is, the area of their ends to be equal, but the strength of any of them would be increased in proportion to their weight, or the areas of their ends and diameters, conjointly. (Gregory, vol. i. art. 172, cor. 3.) Thus, suppose two shafts of equal length and diameter, the one double the weight of the other, it will be double the strength*. 243. Professor Robison justly observes, " that this property of hollow tubes is accompanied also with greater stifihess, and the superiority in strength and stifiness is so much the greater, as the surrounding shell is thinner in proportion to its diameter. Here we see the admirable wisdom of the Author of nature in forming the bones of animal limbs hollow. The bones of the arms and legs have to perform the office of levers, and are thus opposed to very great transverse strains. By this form they be- come incomparably stronger and stiffer, and give more room for the insertion of muscles, while they are lighter and therefore more agile ; and the same wisdom has made use of this hollow for other valuable purposes of the ani- mal economy. In like manner, the quills in the wings of birds acquire by their thinness the very great strength which is necessary, while they are so light as to give suffi- cient buoyancy to the animal, in the rare medium in which * Sec note to Art. 236. SS8 ON THE SHAFTS OF MILLS. [cHAP. V. it must live and fly about The stalks of many plants, such as all the grasses, and many reeds, are in like man- ner hollow, and thus possess an extraordinary strength.'' (Ency. Brit, article Strength.) • Long before this eminent philosopher, the celebrated Ga- lileo made similar observations, and goes on to say that **if a wheat straw, which supports an ear that is heavier than the' whole stalk, were made of the same quantity of mat- ter but solid, it would bend or break with far greater ease than it now does. And with the same reason art has ob- served and experience confirmed, that a hollow cane or tube of wood or metal, is much stronger and more finn than if, while it continued of the same weight and length, it were solid, as it would then of consequence be not so thick. It may be proper now to consider the effects called stressj which are produced on beams or shafts lying hori- zontally by weights or pressures brought on various parts of them. SECTION II. OP LATERAL STRESS. 244. The stress or strain * are terms used to express the force which is excited in any body tending to break it The meaning of the term stress may perhaps be more clearly understood by contrasting it with the term strength. Strength^ as we have already observed, is the property which resists fracture. Stress is that which has the tendency to produce Jrac- ture ; and lateral stress is that particular application of it, which has the tendency to break a body across. * Strain is the effect of stress : it is the derangement from the uatnral state which is caused hv stress. ON THE SHAFTS OF MILLS. ^9 PROPOSITION V. 77(« stress on a beam arising from one weight upon it, is proportional to the rectangle of the parts the beamy and is greatest when the load is laid on the of the beam. (Ency. Brit. art. Roof, § 19.) What is meant by the expression rectangle of the parts, is the product of parts multiplied into each other. Thus, fcr example ; if a beam be ten feet long, and the weight Dg two feet from one end, the parts are 2 and 8, which UtipUed together, would be equal to KJ; but supposing iveight were hung in the middle, the parts are 5 and 5, ich multiplied together would produce 2.5. 06. The ends of beams having the whole weight to sup- rt, the end which is nearest the weight has to support the utest proportion of it, in the inverse proportion of the (liatance of the weight from the end. This will be easily understood from the properties of the lever. For, suppose As beam instead of being supported by two props or walls, in Fig. 9. No. 1, to be hung from each end by a rope, b Fig. 9, No. % it is plain that the beam would receive Bame support, and suffer the same stress, as if Iving on pe or walls ; now suppose the weights a and b, to ba- le the weight w, then a and b, taken together, must be ll to w, but A must be greater than b in proportion as 1 near to it. St?" Hence when any beams or shafts are loaded exactly he middle, each of the ends of the beams or gudgeons the shafts has half the weight to support, and when the ight is nearer one end, the end or gudgeon to which it tearestt has the stress in the inverse proportion of the In this last case, therefore, the one gudgeon ^t be smaller than the other. (S. " We may (Uways consider the weight which is 2S0 ON THE SHAFTS OF MILLS. [CHAP. V. uniformly diffused over any part of a beam as united in the middle of that part, and if the load is not uniformly diffiised, we may suppose it united at its centre of gravity." (Ency. Brit article Roof, § 20.)* 249. It is evidently of importance that a beam or shaft should in every part be able to resist the strain excited in that 'psLTt. ** It should therefore be equally strong, because the piece will nevertheless break where it is not stronger throughout, and it is useless to make it stronger (relatively to its strain) in any part, or it will nevertheless equally foil in the part that is too weak." (Ibid.) 250. From what we have said respecting lateral stress, it is evident than when a beam lying between two props is loaded at some intermediate part, that part has to sastain more stress than the rest. In order to resist this strain, therefore, and to render the beam equally strong through- out, it should have its section enlarged at the place of greatest stress, and hence shafts subject to lateral stress should swell in the middle, and it will be found that whffl each section is made proportional to the stress it has to sustain, that the sides of the shaft will form curves. 251. When the transverse sections of a beam are all similar, such as circles, squares, or polygons, and the weight is laid on one place, in order to make it equally strong throughout its length, the curve of the sides of the beam becomes what mathematicians call a cubical parabohu (Ency. Brit. Strength of Materials, 87.) But when the weight is uniformly diffused all over the beam, the sides of * When the weight is uniformly diflfused, the stress is the greatest at the middle of the length, and is equal to half the weight collected in the middk^ But the flexure in the middle produced hy a weight which is uniformlj diffused, is the same as when five eighths of the load is collected in the middle of the length. (See art. Carpentry, Supplement to Encydopsdia Brit. 1817, Prop. F., or Barlow's Essay on the Strength of Timher, p. 117.) CHAP, y.3 ON THE SHAFTS OF MILLS. 231 the beam must be a different parabolic curve called a semicubical parabola*. We come now to examine some of the laws respecting twisting or torsion. SECTION in. OF TOBSION. PROPOSITION VI. 252. In general the strength of a cylinder or solid axle hjf which it resists being wrenched asunder hy twisting is as the cube of its diameter. (Ency. Brit art. Strength of Materials, 123.) Thus, if a solid cylinder be double the diameter of another, it would require eight times the force to wrench it asunder. OF HOLLOW AXLES. 253. Hollow axles are stronger to resist twisting than solid ones containing the same quantity of matter. For if a hole be bored out of an axle of half its diameter, this re- duces its weight one-fourth^ (because circles are to one another as the squares of their diameters,) but the strength of solid cylinders being as the cubes of their diameters, the part taken out by boring had only the eighth part of the strength of the whole cylinder, and therefore when taken out would reduce the strength of the whole one eighth. Thus, let the external diameter of the hollow axle be fiye inches, and that of the hollow part of it four inches, then the diameter of another cylinder made solid, having ih6 same quantity of metal with the tube, is three inches. * ^ Tbe poiabola is a conic section, arising from a cone being cat by a phnn panUel to one of its sides, or parallel to a plane that touches one wim of the eone.* 292 ox THE SHAFTS OF MILLS. [CHAP.T. For 5 multiplied by 5 is equal to 25 4 multiplied by 4 is equal to 16 Difference 9 The square root of 9 is 3. The strength of the solid cylinder of fire inches diameter may be expressed by the cube of 5, or 123. Of this the internal part, four inches diameter, exerts 64, that is, the cube of 4 ; therefore the strength of the tube is 64, subtracted from 125, is equal to 61, but the strength of the solid axle of the same quantity of matter, and three inches diameter is expressed b? the cube of 3 or 27, which is not half of that of the tube. (Ency. Brit art. Strength of Materials, 124.)* 254. The superiority of strength of hollow tubes over solid cylinders is much greater in resisting torsion thin transTcrse or lateral stress. We have seen above, that the strength to resist torsion of the tube was to that of the cvlinder as sixtv-one is to twentv-seven ; but Professor Robison estimates, that their strength to resist transverse strain is onlv as sixtv-one is to thirtv-two and a half nearly — and if we calculate according to Dr. Gregor}^*s corollary, Vol. I. page 109, (see Art. 237 of this Essay,) the result will be still more in favour of strength to resist torsion; for bv the last mode of calculation the tube would be to the cylinder only as fort}-five is to thirty-six ; but the Pro- fessor's mode of calculation, though less simple, is probably more accurate than that above alluded tot. * These calculations are founded on the erroneous supposition that the tension is equal in every part of the section ; and consequently they are widely distant from the truth. (See note to Art 254.) t It has been shewn that the resistance of a cvlinder to torsion k 124'8.lbja iMbc Srw. 10re». SOrar. SDrer. «re,. Wrer. ■ Hor«.- H,^, Hon«- Bona- Honci- Honu- L pcncr. pOBir. 1 ' 0-17 0-33 0-66 0-99 1-33 166 1 ' 056 113 2-25 3-37 4-5 5-62 1 i ^■33 266 5-33 7-99 1066 13-33 I ^ 2-6 5-2 10-4 156 20-8 26-0 1 ' i-5 9-0 1600 27-0 3G0 45-0 I '' 7-15 14-3 28-G +2'9 37-2 71-5 1 ■ 10-66 21-33 42-GG 640 85-0 106-6 ■ 10 20-63 41-66 83-33 125-0 166-0 20S-3 ■12 3600 72-00 144-0 21G-0 288-0 360-0 ■n 63-83 127-66 253-33 383-0 510-0 638-3 |.» 85-33 170-66 341-33 5120 C82-0 853-3 7. The same table will serve for hollow cylindrical % to resist torsion, if the diameter be multiplied by , and the diameter of the hollow part be six-tenths of ^iS ON THE SHAFTS OF MILLS. [cfiAF. V. the exterior diameter ; for in that case ( -) = 1'05. (See Art. 254, note.) Indits. Indiei. hidiM. Lidies. Ii»dic& Shafts of solid cylinders ; diameters 8- 10- 12* 14* 16* HoDow shafts of 1 exterior diameter 8*4 10*5 12*6 14*7 16*8 equal strength; /interior diameter 5* 6*3 7*5 6*8 10* 278. This table applies to vertical shafts, but in hori- zontal ones there is an additional stress if it be cmly from their own weight, and much more should there be wheels on the shaft. Where the lateral stress is small, it may be allowed for by adding something to the diameter shown bjr the table, or it may be calculated by the rule at the end at this article. Example. — Suppose a vertical shaft is to make SO revo- lutions per minute, the power of the first mover heing equal to 18 horses. Look in the column of horses' power under 20 revolutions ; and opposite 18, the diameter will be found in the first column to be 6 inches, for cast iron. 279. If the shaft is to be of wrought iron, then mul- tiply the diameter found by the rule or the table, by 0*963. (Art. 225, note.) Thus, in the above example, 6 x 0*963 = 5*778 inches, the diameter of a wrought iron shaft to make 20 revolutions per minute, when the power of the first mover is equal to 18 horses. 280. If the shaft be of oak, then the power of oak being when that of cast iron is 1 *, (Art. 268,) and the re- 11*2 sistance to torsion being as the cube of the diameter, we have (11*2)* = 2*238; and multiply the diameter found by the rule or table for cast iron shafts by 2*238, and it will be the diameter for an oak shaft. Thus in the pre- ceding example, 6 x 2*238 = 13*428 inches for the dia- * The relative stiffness is used instead of the relative strength, to reduce the quantity of torsion in wooden shafts. and fct CBAP. V.J ON THE SHAFTS OF MILLS. 247 meter of an oak shaft to make 20 revolutions per minute, the first mover being equal to 18 horses. 281. When fir is to be used for a shaft, its diameter should be ( — ) times that of a cast iron one for the same purpose; but ( — ) = 2'06 nearly ; therefore it should be 2'06 times the diameter of the cast iron one. Example. — Let the moving force be equal to 7 horses, and the number of turns per minute 11^, (see the case died in Art. 274.,) then by the rule '-^^|^ = 146-09, and the cube root of 146-09 is 5-267 nearly ; or practically '3 inches should be the diameter of the shaft were it of iron. And 2-06 x 5-3 = 10-918 inches, or nearly 11 inches for the diameter of a fir shaft. It seems that a shaft of 9^ inches square, of fir, was found equal to the strain ; and one 1 1 inches diameter is at least it stronger. We have made these calculations directly from the theory of equal cohesion, but it is so well known a fact that the lateral cohesion of fir is vastlv inferior to the direct cohe- sion, that in the rule for fir shafts to resist torsion, an in- crease of diameter should be allowed by considering the number of horses' power about ^ more than it is intended to be ; at least, till experiment shall have given the pre- cise effect of lateral cohesion in decreasing the force of shafts to resist torsion. 282. If a shaft have to sustain both lateral stress and ion, then the sum of the straining forces must be taken ; and hence bv Art. 261, and 274, we have 1 +__ = rf'. N 2rf But in this equation it is difficult to calculate the value of the diameter, as it is what algebraists call an equation of the fourth degree. This difficulty may however be easily ■voided by considering 1 d to be 2 only, for then the error L 28 ^^kn-sii 248 ON THE SHAFTS OF MILLS. [CHAP. V. will always be in excess, except when d is less than unity ; and it is much better to be in excess than defect Conse- quently we have as a practical rule ( + — ) =rf,the diameter of the shaft in inches, when of cast iron. Where / is the length in feet between the bearings, h the number of horses which are equal the power of the first moyer, n the number of revolutions to be made by the shaft in a minute, and w the lateral stress in cwts. Example. — Suppose that a cylindrical shaft of cast iron is to make 34 revolutions per minute, the power of the first mover being 6qual to 3 horses, the length of the shaft 8 feet, and the lateral stress 3 cwts., when reduced to the middle point, then 0^2L^^§Ji^y ^ (gl-lg + 96)* = (117-18)* = 4-893 inches. 283. With regard to the making of patterns of cast iron shafts, the reader is referred to what has been said in the first Essay, relative to the making of patterns for cast iron wheels, which is, in a great measure, applicable to those of shafts. Nor is there any thing on this subject to be added here ; except to remind the millwright that he make the allowance for contraction of metal, of one-eighth of an inch to the foot in the pattern. 284. The following table contains the dimensions of shafts subject to torsion, and to considerable lateral pres- sure, as they were executed by a respectable millwright It will serve to shew the sizes of the parts as found in practice sufficiently strong, and may be foimd useful to compare with those which would be produced, calculating on the principles laid down in this Essay. Column 6th, therefore, shews the diameters which these journals ought to have, were 400 used as the multiplier. (See Art Q33.) CHAP, v.] ON THE SHAFTS OP UILLS. TABLE OF SHAFTS. Nuno. 1 2 3 4 5 6 Hemarics. l .5 1 ■s ! 1 i. Hi! lying shaft. Malleable iron lyixigBl^ft. 20 18 16 U 12 10 B 8 5 4 3 2 1 6 5 4 3 2 1 20 22 22 24 25 25 27 28 30 32 34 46 40 28 30 32 3i 36 40 6 3| sj 5 5 *} l 3 3 2 2 3 3i 2 2 ■i 1 11- 11- 106 10- 9-6 9- 9- 8-6 8'6 8- 8- 8- 8- 8-6 8- 8' 8- 8- 7-6 7 3 3i 7,368 6,889 6,621 6,153 5,768 5,428 4,904 4,414 4,061 3,484 1,203 2,802 2,154 Feathered shafts. Square s4ftB. APPENDIX. COHESIVE STRENGTH OF DIFFERENT METALS. 285. " We shall tak^ for the measure of cohesion the num- ber of pounds avoirdupois which are just sufBlcient to tear asunder a rod or bundle of one inch square. From this it will be easy to compute the strength corresponding to any other dimension. " Gold cast Silver cast f20,« (24,1 " 1st, Metals. lbs. 20,000 ,000 (40,000 (43,000 Japan 19,500 Barbary 22,000 Hungary 31,000 Anglesea 34,000 , Sweden 37,000 Ironcast i^^^OO (59,000 Copper cast < APPEND.] OK THE SHAFTS OF MILLS* 351 Iron bar Steel bar Tin cast lbs. ' Ordinary .... 68,000 Stirian 75,000 Best Swedish and Russian 84,000 Horse nails .... 71>000 j Soft 120,000 ( Razor temper . . . 150,000 Malacca 3,100 Banca 3,600 Block 3,800 English block . . . 5,200 grain . . . 6,500 860 Lead cast Regulus of Antimony 1,000 Zinc 2,600 Bismuth 2,900 " The only author who has put it in our power to judge of the propriety of his experiments is Muschenbroek. He has described his method of trial minutely, and it seems unexceptionable. The woods were all formed into slips fit for his apparatus, and part of the slip was cut away to a parallelopiped of i-th of an inch square, and therefore ^th of a square inch in section. The absolute strengths of a square inch were as follow. n>8. lbs. Locust tree , . 20,100 Pomegranate . 9,750 Jnjeb . . . . . 18,500 Lemon . . . . . 9,250 BeeeluOak . . . 17,300 Tamarind . , . . 8,750 Orange . . . , . 15,500 Fir . . . , . . 8,330 Alder . . . . . 13,900 Walnut . . . . 8,130 Ehn .... . . 13,200 Pitch Pine . , . . 7,640 Mulberry . . . . 12,500 Quince . . , . . 6,750 WiDow . . . . . 12,500 Cypress . . . . . 6,000 Ash ... . . . 12,000 Poplar . . . . . 5,500 ■a . . . . . 11,800 Cedar . . . . . 4^880 tr . . . . . 10^000 252 ON THE SHAFTS OF MILLS. [aPFEND. " Muschenbroek has given a very minute detail of experiments on the ash and the wahiut, stating the weights which were required to tear asunder slips taken from the four sides of the tree, and on each side in a regular pro- gression from the centre to the circumference. The num. hers of this table corresponding to these two timbers may therefore be considered as the average of more than 50 trials made of each, and he says that all the others were made with the same care. We cannot therefore see any reason for not confiding in the results ; yet they are con- siderably higher than those given by some other writers. Pitot says, on the authority of his own experiments, and of those of Parent, that 60 pounds will just tear asunder a square line of sound oak, and that it will bear 50 with safety. This gives 8640 for the utmost strength of a square inch, which is much inferior to Muschenbroek's valuation. " We may add to these — cwt. Ivory 16,280 Bone 5,250 Horn 8,750 Whalebone 7,500 Tooth of sea calf 4,075 " The reader will surely observe that these numbers express something more than the utmost cohesion, for the weights are such as will very quickly, that is, in a minute or two, tear the rods asunder. It may be said in general that two thirds of these weights will sensibly impair the strength after a considerable while ; and that one half is the utmost that can remain suspended at them, without risk, for ever ; and it is this last allotment that the en- gineer should reckon upon in his constructions. There is however a considerable difference in this respect Woods of a very straight fibre, such as fir, will be less impaired APPEND.] ON THE SHAFTS OF MILLS. 053 by any load which is not sufficient to break them inune- diately. ** According to Emerson, the load which may be safely suspended to an inch square is as follows : lbs. Iron 76,400 Brass 35,600 Hempen Rope 19)600 Ivory 15,700 Oak, box, yew, plum-tree .... 7f850 Elm, ash, beech 6,070 Wakut, plum 5,360 Red fir, holly, elder, plane, crab . . 5,000 Cherry, hazle 4,760 Alder, asp, birch, willows .... 4,290 Lead 430 Freestone 91 " He gives us a practical rule, that a cylinder whose diameter is d inches, loaded to one fourth of its absolute stfength, will carry as follows : cwt. Iron 135 Good rope 22 Oak 14 Rr 9 ** The rank which the different woods hold in this list of Emerson's is very different from what we find in Mus- chenbroek's. But precise measures must not be expected in this matter. It is wonderful that in a matter of such unqufistionable importance the public has not enabled some persons of judgment to make proper trials." S86. Mr, Banks (Powers of Machines, &c., p. 94) iakeB iron at an average to be four times as strong as oak, and 5| tunes as strong as deal or fir, s 354 ON THE SHAFTS OF MILLS. [aPPSMD. 287* ^* According to the experiments of various authors, the cohesive strength of a square inch of razor steel is about 150 thousand pounds, of soft steel 120, of wrouglit iron 80, of cast iron 50, of good rope SO, of oak, beedi, and willow wood, in the direction of their fibres 12, of fir 8, and of lead about three thousand pounds ; the cohesiTe strength of a square inch of brick 300, and of freestone 200 ; teak wood, the tectona grandis, is said to be still stronger than oak. *^ The strength of different materials in resisting com- pression, is liable to great variation. In steel and in willow wood, the cohesive and repulsive strength appear to be nearly equal. Oak will suspend much more than fir, but fir will support twice as much as oak, probably on account of the curvature of the fibres of oak. Freestone has been foimd to support about 2000 pounds for each square inch; oak, in some practical cases, more than 4000. *< The strongest wood of each tree is neither at the cen- tre nor at the circumference, but in the middle betwe^ both ; and in Europe it is generally thicker and firmer on the south-east side of the tree. Although iron is much stronger than wood, yet it is more liable to accidental im- perfections ; and when it fails, it gives no warning of its approaching fracture. The equable equality of steel may be ascertained by corrosion in an acid, but there is no easy mode of detecting internal flaws in a bar of iron, and we can only rely on the honesty of the workmen for its sound- ness. Wood, when it is crippled, complains, or emits a sound, and after this, although it is much weakened, it may still retain strength enough to be. of service.** ♦ 288. The cohesive force of metals has been examined by several experimental inquirers, besides those noticed in the extracts made by our author, and our knowledge of * Young's Nat. Phil, toI. i. p. 151. APPBND.] ON THE SHAFTS OF MILLS. 255 this subject has been recently extended very considerably by the experiments of Telford, Brown, and others. Tred- gold collected all the most important experiments on the cohesive force of metals, (PhiL Mag. voL 1. p. 421,) and omitting those which are given in the preceding articles, the table is here re-arranged by him. TABLE OF EXPERIMENTS ON THE DIRECT COHESION OF METALS. Discriprtoo of metal. Force (in lba.)that would tear asunder a bar of one inch square. Experimentalist Quoted from I. 8TEBL. Oast steel, pre- Tionslj tilted. Cast steel 134,256 63,065 133,152 32,973 127,632 113,077 93,964 85,797 93,069 88,972 85,900 82,839 81,901 80,833 Rennie. Brown. Rennie. Brown. Rennie. Siokingen. Telford. Buffon. MuBchenbrogk. Idem. Idem. Idem. Idem. Soufflot Phil. Mag. vol. liii. p. 167. Barlow's Essay, p. 234. Phil. Mag. 7ol. liii. p. 167. Barlow's Essay, p. 234. Phil. Mag. vol. liiL p. 167. Ann. de Chimie, xxv. 9. Barlow's Essay, p. 222. CEuvres de Gauuiey, ii. 153, Intro, ad Phil. Nat i. 426. Rondelet's L'Art de Bitir, iv. 500. Blister steel, re- duced bj the hammer. Blister steel Shear steel, re- duced by the hammer. n. IfALLBABLB IBON. Iron wire X von ^VITO ••••»«••• Iron wire ..•• German bar, mark BR, highest re- sult Swed]shbar,high- eatresolt German bar,mark L,hiriiest result U^ bar, highest remit gwiiahbar r s2 256 ON THE SHAFTS OF MILLS. [appekd. TABLB OONTINUID. UMcnplioa of mettl. Oosement bar, highest result Swedish bar, re- duced by the hammer. Common round iron. German bar, mark L. Common Stafford- shire bar. Conmion German bar. Swedish bar •••.< Oosement bar, the same. Welsh bar Bar of the best quality. A bar of Welsh, one of Swedish*, and one faggoted scrap Iron, each gave a result of Liege bar Staffordshire bar . German bar, mark BR. Bar (mean of 33 experiments). Russian old sable, mark CON. English bar, re- duced by the hammer. Welsh bar (3 experiments). Bar of good qua- lity. Swedish bar, (3 experiments). Force (in lbf.)that would tear asunder a bar of one inch square. 76,697 72,064 71,300 69,538 69,440 69,133 68,728 66,752 66,000 64,960 Experimentalift 62,369 61,600 61,361 61,041 59,472 55,872 55,776 55,000 53,244 Muschenbroik. Rennie. Telford. Moschenbro^k. Telford. Muschenbro^k. Idem. Telford. Rumford. Telford. Quoted fron Muschenbroek. Telford. Muschenbroek. Perronet Brown. Rennie. Brown. Rumford. Brown. Intro, ad FbiL Nat L 426. PhiL Mag. Tol. liii. p. 167. Barlow's Essay, p. 230. Intro, ad Phil. Nat i. 426. Barlow's Essay, p. 230. Intro, ad Phil. Nat L 426. Barlow's Essay, p. 228. Phil. Mag. z. 51. Barlow's Essay, p. 229. Intro, ad Phil. Nat i. 42$. Barlow's Essay, p. 229. Intro, ad. Phil. Nat i. 426. (Euvres de Gaathey, iL 154. Barlow's Essay, p. 233. Phil. Mag. vol. liii. p. 167. Barlow's Essay, p. 233. Phil. Mag. vol. x. p. 51. Barlow's Essay, p. 232. • Tbo Swedish bar broke at a iaw. APFBND.J ON THE SHAFTS OF MILLS. 257 TABLB CONTINUED. Immi ipUcMi 01 meliL Bar rfine grain). . — (medium fineness.) — (coarse grain- m. CAST IBON. Bar, spec. gray. 7-807. Bar, cast verti- cally. Bar, cast hori- sontallj. Bar, Welsh pig... nr. OOPPBB. Wire , Wrought copper, ledoced hj the hammer. Cast, Barhary, spec, ffray.8* 182. CSast, ^pan,spec. y. 8-726. Force (m lb8.)that would tear asunder a bar of one inch Mjuaie. 49,982 34,081 20,460 Ezperimentaliit Quoted ftoin 68,295 19,488 18,656 16,264 Rondelet Idem. Idem. grai CSlBt 61,228 83,792 22,570 20,272 19,072 MuschenbroSk. Rennie. Rennie. Brown. L'Art de BAtir, iy. 502. y. PLATINUM. Platmmn wire, ^>ecmc grayity 80-847. Fbdnmn wire ... Vl. 8XLVXB. Iyer wire. • east, spec giay. 11-091. 56,473 52,987 38,257 40,902 Sickinffen. Remue. Moschenbroek. Idem. Rennie. Intro, ad Phil. Nat L 417. Phil. Hag. yoL liii. p. 167. Idem. Barlow's Essay, p. 235. Ann. de Chimie, zxy. 9. Phil. Mag. yol. liiL p. 167. Intro, ad PhiL Nat i. 417. dOySaa Monreau. Sickingen. Sickingen. Muschenbroek. Biclnngen. Phil. Mag. yol. liii. p. 167. Ann. de Chimie, xxy. 8. Idem, p. 9. Ann. de Chimie, xxy. 9. Intro, ad Phil. Nat L 417. Ann. de xxy. 9. 358' OM THE SHAFTS OF MILLft. [Al TABLB CONTINUED. Description of metal Force (in lbs.) that would tear asunder a bar of one inch square. Experimentalist. Quoted finom Oold cast, spec, gray. 19*238. VIII. ZINC. Zinc wire 20,450 22,551 16,600 2,689 7,129 6,650 5,322 4,736 3,679 3,211 3,328 3,146 2,581 2,547 1,824 885 3,250 3,008 1,060 Moschenbroek. Morveau. Tredgold. Muschenbrogk. Morveau. Muschenbroek. Idem. Rennie. Muschenbroek. Idem. Tredgold. Muschenbroek. Idem. Morveau. Reunie. Muschenbroek. Muschenbroek. Idem. Muschenbroek. Intro, ad Phil. Nat I Ann. de Chimin?. Ixxi* Phil. Mag. vol. 1. p. 4 Intro, ad PhiL Nat i. IZ. TIN. Tin wire Ann* de CbiTnie^ Ittti- English block, cast. Intro, ad Phil. Nat i. 7-295. Cast Phil. Mag. vol. liii. p. Intro, ad Phil. Nat i. Phil. Mag. vol. 1. p. 4 Intro, ad Phil. Nat. i. Banca tin, cast, specific gtavity 7-2165. Malacca tin, cast, specific gravity 6-1256. X. LEAD. Milled sheet, spec, grav. 11-407. Wire Wire, spec. grav. 11-282. Wire Ann. de Chimie. Ixxi. Cast lead Phil. Mag. vol. liii. p. Intro, ad Phil. Nat i. Intro, ad Phil. Nat i. English, spec. grav. 11-479. XI. BISMUTH. Bismuth, cast, spec.grav.9-810. grav. 9-926. XII. ANTIMONY. Antimony, cast, 8pec.grav.4*500. Intro, ad Phil. Nat. i. APPEND.] ON THE SHAFTS OF MILLS. S59 As this table, the most extensive of the kind, exhibits at one view the chief results of the experiments on the direct cohesion of the metals in English avoirdupois pounds when the area is a superficial inch, as well as references to the works wherein those experiments are described, it will be useful to direct the labours of future iaquirers to such experiments as are best adapted to increase or correct our kiiowledge on this subject. It was collected at various times for Buchanan's information, and will be equally use- ful to others. When experiments are not reduced to a common standard, they cannot be compared without much labour : in the original descriptions of these experiments, this has not been done ; they are described chiefly as they were made, and for further information, to these descrip- tions the reader must be referred. If he be interested in these researches, the works of Muschenbroek, Rondelet, Barlow, Tredgold, and others, will afford him much inform- ation. 289* From the simple metals we naturally look to the alloys, some of which are of much importance. Here the curious but important fact that the union of two metals pro- duces a compound of greater tenacity than either of the metals it is formed of, will be noticed. 260 ON THE SHAFTS OF MILLS. [appshd. TABLE OF EXPERIMENTS ON THE DIRECT COHESION OF ALLOYS. AUojof Copper Ditto... Ditto... Ditto,.. Ditto... Pwte. .. 10 8 6 4 2 Tin Puts. .. 1 Gun metal, hard Brass, fine yellow n, English.. 10 tto T D D D D D T D D D D D T D D D D D T D D D D T D D D T D D tto tto tto tto 8 6 4 2 1 tto Banca... 10 8 tto 6 tto 4 ditto ditto ditto ditto Lead ditto, ditto, ditto, ditto, ditto. Antimony .... ditto ditto ditto tto 2ditto tto 1 n, Banca... ditto 10 Bismuth tto 4|ditto tto 2 ditto tto llditto tto ijditto tto llditto 4 n, Banca... tto tto tto tto n, English.. tto tto tto n, English., tto 10 2 1 1 1 8 4 2 1 1 3 Zinc, Indian ditto ditto ditto ditto 10 Zinc, Goslar ditto ditto ditto Antimony.... ditto tto 4 ditto Lead, Scotch 1 Ditto 2 Ditto 10 Bismuth ditto ditto Force (in Ibi.) that wmild tetr asunder a bar of one inch square. d2,0dd 36,088 44,071 35,739 1,017 36,368 17,968 6,904 7,922 7,997 10,607 7,470 7,074 11,181 9,881 12,632 13,480 12,029 3,184 12,688 16,692 14,017 12,020 10,013 7,875 12,914 15,025 15,844 16,023 5,671 10,607 10,258 10,964 9,024 1,450 3,184 11,343 7,319 5,840 2,826 flrafity of ttie alloy. 8-351 8-392 8-707 8-723 { 7-359 7-276 7-228 7-192 7105 7-060 7-576 7-613 8076 8-146 8-580 9-009 7-288 7-000 7-321 7-100 7130 7-000 ..••.■••• 10-931 11-090 10-827 Mascheobroek, Intro, ad FhiL NH Idem. Idem. Idem. Idem. Renide, Phil. Tiids. Idem. MuschenbroeL Idenu Idem. Idem. Idem. Idem. Muachenbroek. Idem. Idem. Idem. Idem. Idem. Muschenbroek. Idem. Idem. Idem. Idem. Idem. Muschenbroek. Idem. Idem. Idem. Idem. Muschenbroek. Idem. Idem. Idem. Muschenbroek. Idem. Idem. Muschenbroek. Idem. Idem. APFEND.3 ON THE SHAFTS OF MILLS. 26l Brass is an alloy of copper and zinc, gun metal is an alloy of copper and tin, sometimes in the proportion of 96 parts of copper to 11 parts of tin, but perhaps more usually 108 parts of copper to 11 parts of tin*. It will be seen by this table that the proportion of six of copper to one of tin, is the most tenacious compound. A proportion very near to this is used for bearings, bushes, and some pur- poses in machinery ; but it is too hard and brittle for many uses. It is worthy of remark, that copper and tin are soft and malleable metals, but when combined, they form a tenacious, brittle, and hard alloy. Both the hardness and brittleness is increased by augmenting the proportion of tin. Tables of the cohesive force of woods of various kinds may be seen in Tredgold's Elementary Principles of Car- pentry, Sect. II. ; also in Muschenbroek's work above quoted, or in Barlow's Essay on the Strength of Timber. * These numbers give the nearest chemical proportions to those in use among founders. For further information on this subject, see the Art Brass, Supplement to Encj. Brit. ESSAY III. ON THE CONSTRUCTION AND DURABILITY OF THB LONGITUDINAL CONNEXIONS OF SHAFTS, DENOMINATia) COUPLINGS. PREFACE. Having treated of Wheels and Shafts, both of which may be considered as essential parts of mill- work, the next sub- ject in point of order is the means of connecting shafts longitudinally J denominated couplings, which accordingly forms the subject of the present essay. In examining this subject, there have been collected and described a number of different methods which have been employed in the coupling of shafts. These methods are arranged under two classes; practical observations are made on each coupling. These observations are the result of Buchanan's great experience, and that of many others well acquainted with the subject, with whom he had taken many opportunities of conversing ; nor will these observa- tions be altogether without benefit, should they only lead practical men to make others more extensive, judicious, and useful. A number of facts relative to the subject are also stated, which will not be without advantage. For however useful ON COUPLINGS. abstract reasoning may be, yet a theory excluding some ap- parently trivial or minute circumstances, is often rendered altogether uncertain in its application to practice. Of this we have remarkable instances in calculations made not many years ago by some of the most eminent philosophers then in Europe, relative to the motion of water in canals and pipes. The Academy of Sciences at Paris over- estimated the quantity of water to be delivered by an aque- duct so far, that it was, when executed with the greatest care, found to be deficient in the proportion of five to nine. Desaguliers made an error of five parts out of six ; and the celebrated M'Laurin of ten parts out of eleven, in estimating the water to be conveyed for supplying the city of Edinburgh*. Smeaton, who was certainly well able to appreciate Bcience, yet seemed to place more value on the writings of practical men than those merely of a theoretical nature, for he says, '* I have myself always found that exact ac- counts of buildings [_and of course, of other such toorks'} «luch were in any degree remarkable, and actually exc- ited, were much more instructive to my mind than si/s- tnalical writing." t The professional learning of engineers is now better cultivated, and they are not required to gatber the chief part of their instruction from the practical experiments of predecessors. No doubt different minds require different modes of instruction ; nevertheless, a sys- tematic course of study seems to be vastly preferable to a desultory course, and also to have been preferred by all fhers either of art or science. But men like Smeaton, Professor Robisoo mentioiiB these ctrcumst&nces in tbe Encj'. Brit. Art. Bitw. This lubject is now better understood. See Phil. Tmns. Hy- dnoUc InveatigaUon^ subservient to an intended Croonian Lecture on the I, Motion of the Blood, by Dr. Young. Read before the Royal Society, f 5, 1S08. t See Oeecription of Bddystone Lighthoiue, p. 7. S64 ON COUPLINGS. [PBEFACE. advanced in years, and fiill of occupation, have seldom either inclination or leisure to follow a systematic course. They seek for information only when compelled by pro- fessional difficulties. They rely upon force of genius to supply the wants of the moment, as an Indian hunter on his exertion in the chase ; and like him they have no idea of laying up a stock to provide for unforeseen exigencies. How different would be the powers of a man, of equal genius, with the advantage of a systematic course of study ; where reasoning was joined with experiment! Might we not then look forward to a time when theory and the laws of nature would be merely different terms for the same thing ? It is not however to be expected that this perfec- tion will ever be attained while theory is confined to matter divested of its natural properties. But while Buchanan spoke in favour of practical works, he did not depreciate those of science. They may be of great mutual benefit, and while we listen with reverence to the voice of experience*, by sound reasoning on her dictates, we may extend and apply them to purposes more various and useful than those to which they originally related. "The man of science,'* says Dr. Robison, " who visits our great manufactures, is delighted with the inge- nuity which he observes in every part, the innumerable inventions which come even from individual artisans, and the determined purpose of improvement and refinement, which he sees in every workshop. Every cotton-mill ap- pears an academy of mechanical science ; and mechanical invention is spreading from these fountains over the whole kingdom; but the philosopher is mortified to see this ardent spirit so cramped by ignorance of principle, and • " Experience, slow preceptress, teaching oft The way to gloiy by miscarriage foul." COWPBR. PBEFACE.] ON COUPLINGS. 265 many of these original and brilliant thoughts obscured and clogged with needless and even hurtful additions, and a complication of machinery which checks improvement even 1^ its appearance of ingenuity. There is nothing in which this want of scientific education, this ignorance of principle, is so frequently observed, as in the injudicious proportion of the parts of machines and other mechanical structures ; proportions, and forms of parts, in which the strength and position are nowise regulated by the strains to which they are exposed, and where repeated failures have been the (mly lessons." CHAPTER I. ON THE LONGITUDINAL CONNEXIONS OF SHAFTS, DENOMINATED COUPLINGS. S90. It is well known to those who are in any degree ac- quainted with mill-work, that it is very frequently necessary to convey motion much farther than would be practicable by any one shaft ; it is therefore often requisite to connect two or more shafts together*. These connexions are de- nominated couplings J and may be divided into two classes ; viz. 1st. Those having two bearmgs : 2nd. Those having one bearing. CoupUngs having two bearings are men- tioned first, because they were long in use before those having one bearing, and because they are, generally speak- ing, more simple in their construction. CLASS I. OP COUPLINGS WITH TWO BEARINGS. 291. By the hearings of shafts are meant the parts which support their pivots, arbours, or journals. When a coupling has double bearings, each shaft is supported by two bridges, as represented a, b and c, d, Plate V. Fig. 1. * For, though it be most desirable that machinery should be concen- trated as much as possible, long ranges of lying shafts are unavoidable m largo mills, in cotton, linen, and woollen manufactories, breweries, &c., &c. Hence the efficient and durable connexion of these shafts is an object of considerable importance. »Hap. 1.] ON COUPLINGS. COUPLING I^FiG. I AND 2. op THE SQUARB COUPLING. 292. This kind of coupling is formed by making the mda of the shafts to be coupled, square. These squares iroject beyond the journals, and are in the spaces b c and i) E, between the bridges. One of the squares is made as long as what is called the coiipling-box f. The use of the »upling-box, which is made of iron, is to receive both the iquares, so as that when the one shaft is moved, the box ionnects it with the other shaft in such a manner that they lUst move together. But when occasion requires, the box iaay be slipped back upon the longest square, and so give Sberty to take out any one of the shafts, independently of the rest, however great the number may be. A\Tien the iSiafts are engaged, the box is kept in its place by the pno. The coupling at bc is represented as engaged, and at IE as disengaged. Kg. 2. represents this kind of coupling upon a larger The same letters refer to the same parts, as in (Sg. 1. Sometimes, instead of the section of the couplings form- ig a square, as Fig. 2, No. 2, it is made of an oblong form, i represented in Fig. 2, No, 3 ; but this form is more tffficult of execution than the square. Also, instead of laving the coupling-box solid, it is frequently made in two pieces. Fig. 2, No. 4, in which case it embraces the whde length of both squares, there being no occasion then for room to slide back the box in order to disengage the couplings. OBSERVATIONS. S93- Were the axes* of these shafts truly in one straight * ^xit. — The lioe, real or imagjjiuy, that puses through onj tlung on rttt it may revolT*. S68 ON COUPLINGS* [CHAP.L line, and the squares made and fitted to the hox with per- fect accuracy, the motion would he perfectly smooth, but in large machinery this is almost impracticahle, and eTCD if practicable when new, would not long continue to be the case. The brasses wear unequally, or the firaming sinks more in one place than another. In some part of each revolution, therefore, one or other, or both the shafts, will be lifted off their bearings. The two adjoining jour- nals then come to act like one twisted piece of iron, and must obviously occasion an unsteady motion, and much friction. This imperfection is sometimes called a Ufl This kind of coupling has, for these reasons, been in a great degree abandoned for null-work. But in small nur chinery, such as in coupling the rollers of those machines for spinning cotton called miUes, it is still used ; because in that kind of machinery it can be executed with a very great degree of accuracy, and is not so liable to wear out of truth as in larger works. 294. Of this species of couplings with double bearings are many varieties, made according to the whim of dif- ferent workmen ; such, for instance, as is represented in Fig. 3, which has a small projection from each angle of the square, differing in no other respect from the common square coupling, and liable to nearly the same faults. COUPLING II.— Fig. 4. OP THE BOUND COUPLINO. 295. The round coupling has the parts between the bridges cylindrical. The coupling-box c is made to fit those parts, and to slip backward when occasion requires, as was de- scribed of the square coupling. When the shafts are engaged, two bolts, de, and fg, pass through the box at right angles to each other, and one of them through each OBSERVATIONS. "f the shafts ; this being done, when the one shaft is Imored, it win evidently carry round the other along with it. 6. The effects of the round coupling are nearly the aa the square coupling, but as the parts may be all turned, it is more easily mad,e true at first; and when the bolts which prevent it from twisting, wear, they may, with little trouble, he renewed ; but, as the whole stress comes on a small surface at these holts, both the bolts themselves and the holes very soon wear. For this reason, after this kind of coupling was some time tried for the rollers in cotton spinning, it was abandoned, and the square in which ihe strain is diffused over a greater surface, substituted. COUPLING in.- H^ S97' Couplings which have no coupling-boxes, are de- nominated clutches or glands. They may, without im- propriety, come under this class of couplings having double Fig. 5. represents a coupling of this kind, it consists of '«■" crosses, a a and bb, one fixed to each shaft; bb has ifs ends bent forward, and lays hold of a a, and thus (urns round the other shaft. OBSERVATIONS. i. Glands are an excellent mode of coupling for e bearingf!, and have the advantage of throwing the } further from the centre of motion, than in the square ^0 ON COUPLINGS. [chap. I, coupling as commonly executed; but few workmen aie able to execute glands with accuracy, and if this be not the case, they make a very disagreeable movement ; it may therefore be not improper to describe how this may be accomplished. 299* When the axes of two journals are put as near to a straight line as possible, by observation fix)m the work- man's eye, it often happens, that they may be in a bad situation for working, either because the axes do not reaUy correspond, or, even though they did correspond, yet the arms of the^ glands do not take hold both together, or per- haps from both causes. To adjust these arms, observe, in the first place, when the glands turn round, if one of the tails be in continual contact, and the other tail always pre- serve an equal distance from being in contact, in that case, the centres are perfectly opposite, and axes in one line, and consequently right ; but if the distance of the other point of the glands vary in its distance, or becomes so irr^ular as to free the other point of the gland, then, in that case, the centres are wrong, and must be so adjusted, that one point of the gland bear equally all round, while the other preserves an equal distance. The next object is, to adjust the points of the glands so that they be both in contact This may be done by chipping and filing, and in that case they will convey themselves all around in contact with each other. COUPLING IV.— Fig. e. BORING MILL CLUTCH. First Construction. 300. Fig. 6. represents a boring mill clutch ; a b c is a round plate of cast iron firmly fixed on the shaft m, next the moving power j de is a lever connected with the boring CHAP. I.] ON COUPLINGS. 271 shaft N, but which is moveable in one direction on a bolt at F, so that it may be moved to lay hold of the projec- ticms H,H,H,H, on the plate abc, which carries round the lever d e along with it, and so moves the boring shaft n ; by pulling the lever backward, the boring shaft n may be stopped at pleasure. It is represented in Fig. 6, No. 1, as disengaged. OBSERVATIONS. 301. This kind of coupling is applicable to such cases only as have the motion very slow. Pressing on one side only of the centre, although the axes of the shafts should not be exactly on a line, there will be no lift. For the parts, in that case in contact, slide upon one another. SOS. It is found, however, to have a great tendency to force the bridges o,p, on end. In order to lessen this tendency, the projections h, h, should be made as far from the centre as conveniency will admit. COUPLING v.— Fig. 7. BOBINO MILL CLUTCH. Second Construction. 303. This coupling, like the first construction, has a lever d e, for disengaging and re-engaging ; but instead of being hung immediately from the end of the shaft, turns on a bolt at f in a large cast iron plate ikl. The other parts having the same letters of reference as Fig. 6, re- semble them, and are for the same use. There are three spare sets of ears, qq, &c. (which support the lever near the point of pressure) cast on the plate ikl, to be used in CMe of those in action breaking. t2 ^2 ON COUPLINGS. [chap. I. OBSERVATIONS. 304. The manner in which the lever d e is hung in the plate iKL, at a distance from the centre n, and is supported near the point of pressure hy the ears qq, takes the stress entirely off the holt f, and indeed off the lever d£> except near the ears qq. 305. This, therefore, is evidently a stronger and better clutch, and is accordingly used in horing the larger cylin- ders, whereas, that on the first construction is generally used for the smaller kinds of work. COUPLING VI.— Fio. 8. 306. This coupling is constructed by having two round cast iron plates, ab and cd, of the same size aod form. Each of these plates has a part f, cut out, fghi^ No. 2, and a projection l, corresponding to the part cut out The projection of the one plate is inserted into the opening in the other, and thus serves to engage the shafts*. OBSERVATIONS. SO7. This coupling is simple and durable. It is in fact a species of glands^ (Art. 297-) It affords an excellent mode of adjustment The pivot and hole for fixing the plates ought to be round, and the end of the shaft turned along with the journal. WTien the couplings are fitted into each other, care should be taken that those parts of the clutch which are opposite each other will take hold together. • A slight Tmnmtion of this coupHug has heen found a Tery good one. It consists in making the cin^u)a^ heads toothed, so as to fit together; the te*^ being wedge-shaped. This mode of coupling is not affected bj any Tmnation or settlement of the bearii^s, and it is Tety doiaUe. ON COUPLINGS. Shafts coupled upon tliis plan, when occasion reqiiires, are easily moved out of their places, independently of each other. COUPLING vir. 308. Fig. 9. Plate VI. represents the coupling link used by Messrs. Boulton and Watt in their portable steam- engines. From one of the arms a, of the fly-wheel, pro- jects a strong iron pin p. On the end of the shaft r, which is to be coupled to that of the fly wheel a b, there is a crank c, which has the same length of an arm that the pin is distant from the centre of the fly wheel. The pin and the crank are connected by a link l, so that when the fly shaft moves, it carries round the other shaft r, along with it. OBSERVATIONS. 309. This is a very simple and durable contrivance, and if the two shafts be only parallel to each other, they may work with great smoothness, although their axes should be in different lines, for the links, in that case, move without any twisting. But if the axes be not parallel, or if they be not in one line, a twist vn\\ take place at the link, which may be injurious. The crank ought to be considerably longer than those I in general use, to prevent, as much as may be, the con- tj^Dual drag on one side of each of the journals. 310. Fig. 10. represents a coupling, which is sometimes used to convey motion from the fly wheel shaft a, of a _ jteam-engine ; and is so contrived, that in case the fly ^Hioald torn the wrong way, the milUwork remains at rest. COUPLING VIII. 27^ O^ C0UPLIN08. [chip. I. and so prevents accidents. This ^ect is produced by means of a joint c, on the arm b, resembling the joint of % table, or of a pocket foot-rule. When the fly wheel turns tin proper way, the arm d, upon the end of the fly shaft, acts against the face of the arm b, on the mill shaft f ; and as the joint does not yield in that direction, the mill shaft is carried round by the fly shaft. But, if from any acddent, the fly turns the wrong way, the arm d strikes the back of the arm b, the joint yields, and the mill remains at rest OBSERVATIONS. 311. This coupling may be made sufficiently durable. Its principles are nearly the same as the boring mill clutch, Fig. 6. In the Repertory of Arts and Manufactures, Vol II. p. 19) there is a description of an alteration on the cat- tle mill, to answer the purpose of these couplings, in making the mill go in its proper direction only. Buchanan was led to this contrivance from the accidents to which carding machines were liable when driven by horses, and in the year 1790 he erected several mills on that plan*. This has since been simplified and applied to thrashing mills. GENERAL OBSERVATIONS. 312. All other couplings having two bearings, that he recollected having seen, from the reasons already given, are attended with much friction. From that fault, they have in a great measure been abandoned, and those with one bearing substituted. ♦ The plate referred to in this paper will serve to give some idea of the manner in which mill-work was constructed ahout the year 1790, in this part of the island. Cast iron was then but little used in cattle mills. See ItUrodwHon to Buo^ Seeandy on the Skaftg ^ Milk. CHAP. I.] ON COUPLINGS. 275 SIS. It is, however, proper here to remark, that although the friction, and expense of erection of couplmgs with one bearing, are considerably less than those having two bear- ings, where the chief object is to convey motion to a dis- tance, or where there is no great weight or lateral stress on the shafts, yet all circumstances should be duly considered before adopting either plan : for if heavy drums or wheels are to be placed near both ends of the shafts, or any other thing that will occasion much lateral pressure, it will be advisable to use two bearings. In the next chapter, are examined couplings having one bearing. CHAPTER IL CLASS II. OF COUPLINGS HAVING ONE BEARING. SECTION I. 314. This class of couplings, when properly constructed, has, to a certain degree, the property of being flexible in all directions, like the well known contrivance invented by Dr. Hook, (Fig. 11,) called the universal joint. This joint is sometimes constructed by a cross, as represented in the figure, and sometimes with its four pivots fastened at right angles, upon the circumference of a hoop, or on the sur- face of a solid ball. The moving parts are evidently alike in all these cases. 315. It is sometimes applied to communicate motion, instead of bevelled gear, when the angle does not exceed 30 or 40 degrees, and where the number of revolutions is to be continued the same ; also, where equality of motion is not required, for as it recedes from a right line, its mo- tion becomes irregular. The property of the universal joint for conveying angular motion, is of great use when it can be attained in couplings, in order to allow for the in- accuracy which arises from the settling of the framing or the wearing of the brasses. It need not, however, yield further than what is really necessary for that purpose, which is so little, that no irregularity of motion that can be hurtful in practice can arise. CHAP. II. ] ON COUPLINGS. 277 316. The disadvantage of the universal joint, as repre- sented by Fig. 10, and as commonly made, is, that it has not sufficient strength to resist great strains. There is, however, afterwards described a modification of it, well adapted to bear very considerable stress. (See Fig. 18, Art. 829.) 8I7. Most part of the couplings described in Chap. I. may, with some small addition or alteration, be converted into couplings having one bearing. Of this description is the sqiuire coupling. COUPLING IX. \ THE SQUARE COUPLING. 318. It consists of a square coupling box c. Fig. 12, which fits a square on the end of each shaft. The square of the shaft a is close to its joumaL The square of the shaft B is at the end furthest from its journal. In order to support the square of b, and keep it on a line with a, there is a round hole d, bored out of the centre of the square of b ; to fit this hole, there is a round projection d, from the square of a. Instead of having the projection d, sometimes there is a hole in the end of both shafts, into which is fitted an iron or steel dowel or pin. The coupling box c, covers both squares. It is kept in its place by two iron pins or bolts, g, g, one of which passes through each shaft. These bolts also serve to keep the shafts from withdrawing from each other. OBSERVATIONS. dl9. This coupling is used with good effect in conveying motion through a great length of shafts, where there is but 278 ON COUPLINGS. [chap.il little lateral pressure; but where there is much ktoal pressure, for instance in drum^htyUi which give motioD to carding engines by belts, it has been found, that the round projection and socket soon wear and get loose. This fknlt perhaps arose from the square being too small to admit the projection, and the socket to be sufficiently large. But though this be a better mode of coupling than many m use, yet the difficulty of having the squares accurately ad- justed is great, as is also the fitting of the inside of the coupling box, from the ordinary mode of casting. For these reasons, in many cases it is very liable to lifting or straining. 320. In England, most of the rollers of those machines, denominated mides*, for spinning cotton, have but one bearing ; the end of one roller being squared and inserted into the end of that next to it, as represented in Fig. 13. But as there is a great lateral pressure, the end of the roller is liable to wear and become wide, and occasion a hobbling and inaccurate motion. From the accuracy re- quired in miUe and throstle f rollers, it is not only necessary that the axes be exactly in one line, and accurate in their diameters, but also that they run true without hobbling or jolting. Buchanan had never seen any method by which this was attainable in one bearing ; even though the utmost attention of the most accurate workmen had been bestowed * The mule was invented about the year 1777, by Samuel Crompton, fonnerly of Hall-in-the-Wood, near Bolton, in Lancashire, a person of yeiy great ingenuity, and to whom the country is indebted for many other useful improvements ; this machine probably received its name for having rollers like Arkwright's machine, at the same time that it retained the carriage and spindles of hand-spinning machines called common jennies. In 1769, Arkwright obtained his patent for spinning, and in 1775, for preparing cotton by machinery. t ThrostUy a machine for spinning cotton, compounded from the inven- tions of Arkwright and Crompton. BAP. II.] ON COUPLINGS. ®79 i accomplish this end. In Scotland, two bearings are nerally used in the coupling of all rollers employed in ning cotton. COUPLING X. OP THE BOCND COUFLlNa. 3€1. This coupling having only one bearing, is repre- gented by Fig. 13, and has similar additions to those of the last described coupling, Fig. 12, and which will appear sufficiently from the figures, without further description. COUPLING XI. ^^ OBSERVATIONS. 322. The observations which were already made on the round coupling with two bearings, (Art. 296, Fig. 4,) are in a great measure applicable here, as are those relative to lateral stress, in the observations (Art. 319,) on Coupling IX. ^( 0X3. Fig. 14 represents a coupling used in several of ■ tile mills at Manchester. It consists of a scarfed joint, (like that used in carpentry,) and when the shafts are cn- gaged, it is firmly bolted, as shewn in the figure. B 324. It was probably owing to the defect relative to lateral stress mentioned in observations, (Art. 319,) Coupling IX., that this contrivance was adopted. But it seems to me to have all the defects attending the solid shaft witli more ■Mhan tiro bearings, namely, that it could not for any length OBSERVATIONS. S8Q ON COUPLINGS* [CHAP.U. of time move properly on all its bearings, without a am- tinual bending of the solid metal, which would occasicm a waste of power, besides a great risk of breaking the shaft. COUPLING XIL 325. The coupling represented by Fig. 15, Plate VIL, is only a variety of Coupling XI., and, therefore, the same observations are applicable to this also. COUPLING XIII. 326. That shewn in Fig. 16 may also be considered as only another modification of Coupling XI., the one shaft being firmly fixed to the other by flanches and bolts. The same observations are also applicable here. COUPLING XIV.— Pio. 17. 327- Has the bearing and the joint of the coupling at the same parts of the shaft, so that the journal is not solid, but composed of the ends of each shaft, which are there formed into quadrants. Each shaft having two projections, corresponding to two recesses in the other, one of the pro- jections is represented at a, No. 1, as engaged ; No. 2 re- presents the coupling as disengaged. OBSERVATIONS. 328. This is obviously so bad a contrivance, that little need be said with regard to it. The bad effects of it were lately brought under Buchanan's observation at an extensive set of calico printing works. It was there ap- plied to drive dash- wheels for washing calicoes, and had been attended with great trouble and expense; for the ClUr. II.] ON COUPLINGS, 281 shafts ven frequently broke at the couplings, and were thns rendered useless. Besides, while they did last, the couplings thus formed in the journals, acted as a kind of cutters, producing great friction, and tearing down the brass. COUPLING XV— Fig. 18. 329. This consists of three distinct parts, a a, BB,andcc; A A and B B are, each of them, firmly fixed to its respective shaft, and are so formed, that they join partly into one another, in some degree, like the parts of a common papier mnchi snuff-box, c c consists of a solid ring of cast iron, into which is screwed four strong stfcl or wrought iron pins d, d, d, d. [lese pins serve to act as the four pivots of the universal it already described in Fig, 11, I A and BB are so contrived, that each of them lays hold two opposite iron pine, the whole combined thus, form- an universal joint. There is a space of about a quar- of an inch left between a a and b b, in order to allow lie joints to play; and a a and B B are commonly made ;ii)OUt It' inches diameter outside. There is a small mortise in each pin, to receive a cot- teril, to prevent the pin from coming out in the course of working. In the plate, so many different views of this coupling given, that it ia hoped no further description will be ]uired, OBSERVATIONS. ■ 830. Tliis coupling is somewhat expensive in its first ■cliuo ; but it being evidently, as far as is necessary in .eh a coupling, a complete universal joint, from its dura- JbtT and saving of power which its pliancy must occasion. J OH COUFLIN68. [CHAP. IL it seems to be perbaps the best thing ci the kind that bas yet come under Buchanan's observatioiu COUPLING XVI.— Pio. 19, Plates VIL and VIII. SSI. This is a kind of coupling which was in Buchan- an's time executed at Manchester. The coupling box c is made very long, and is square in the inside, excepting at D£, where there is a kind of partition, with a large round hole truly bored in it. Into this hole, each of the shafts A and B, are accurately fitted. The round part of the shaft B, however, is made so long, as to allow the liberty of slipping back the coupling box, in order to disengage the shafts. When engaged, the box is kept in its place bj the pin B. H represents the joumaL OBSERVATIONS. 332. The principles of this coupling are nearly the same as those of the common square coupling, (X. Fig. l,) (Art. 292,) but the greater length of the box, as well as the greater strength of the round parts intended to keep the axis true, give this last coupling very material advan- tage. 333. This kiud of coupling has another advantage which the greatest part of single bearing couplings have not, viz. : when the coupling-box is shifted off, any shaft may be taken out, without affecting those adjoining. COUPLING XVIL 334. Fig. 20, Plate VIII. represents a coupling used in one of the cotton mills last erected, and one of the most extensive at Glasgow. The external part, coupling box c, is cylindrical. On the inside, the parts a, a, a, a project, CHAP* n*] ON COUPLINGS. 28S and are fitted into the shafts, which have similar projec- tions, E, £, £, £ fitted into the coupling hox. Through the centre of the coupling box there passes a bolt h h, to keep it in its place ; and, at the further ends of the row of lying shafts, they are kept together by working against a kind of step formed of brass. Were this not the case, two bolts would be necessary in each coupling, to keep the shafts from separating. OBSERVATIONS. 335. The advantages of this kind of coupling, seem to be these two: Ist. The projecting parts e, e, &c., can be accurately turned and fitted to the coupling box. 2d. These projecting parts tending to the centre, are strong, and little liable to wear. SECTION 11. OP THB COUPLINGS OP UPRIOHT 8HAPT8. 336. Hitherto we have considered couplings for lying shafts only. But of upright shafts, little need be said; having in general little lateral pressure, they are seldom made with two bearings ; so that by placing any one of the coupliiigs with one bearing, already mentioned, in a verti- cal position, an idea will be obtained of the mode of coupling upright shafts. The square coupling, (IX., Fig. 12, Plate VI.,) for in- stance, may easily be applied to an upright shaft. COUPLING XVIII.— Pio. 21. 397* A represents the journal of the lower shaft, (which if almost always that which has the bearing,) b is the lower mA: of the upper shaft;, and c the coupling box. 284 ON COUPLINGS. I^CHAP.n. COUPLING XIX.— Fig. 22. 338. A represents part of the under shaft, b the lower end of the upper shaft, c the journal The termination of A is made square, to correspond with which there is a socket formed in b, which answers the purpose of a coupling hox. OBSERVATIONS. 339* This coupling is often used for light work, particu- larly in flour-miUs, for connecting the feeder with the top of the stone-spindle. COUPLING XX.— Fig. 23. 340. A represents the lower shaft, d the upper, which is above the joumaL Projecting and receding quadrants, the same as in Fig. 17, serve to connect the shafts. OBSERVATIONS. 341. This is a very good and simple mode of coupling upright shafts. By their own weight, together with that of wheels that may be on them, the projecting and receding quadrants d, d, are pressed home into their holds, and are not subject to get loose in their sockets or clutches, which would be the case were the shafts lying horizontally. A great many other schemes for couplings have been intro- duced ; most of them ingenious ; but the late Mr. Tred- gold had not examined any, which are sufficiently simple and likely to be durable, to offer here as improvements. CHAPTER in, GENERAL OBSERVATIONS. , It may be proper to observe, that the larger the parts f the coupling can conveniently be made the better. In ber words, the further the point of stress is from the axis, B couplings will be the more durable. This being a I to which too little attention in practice is paid, it it be improper here, in a popular way, to endeavour lain the reasons of this greater durability. The strain on the point of stress is inversely as the city of that point. (Essay II.) Now the revolutions J the same in a given time, the further the point of i is from the axis, the greater will be the velocity of ! point, and, consequently, the less the stress. Expe- mce has taught this to those unacquainted with science ; ' every one knows that a handspike, capstan-bar, or r similar lever, requires to be largest near the fulcrum, i point on which it turns in raising a weight,) and may e diminished in proportion to the distance from the centre of motion. 344. Thus, for example, at two feet from the centre, the Bfcresa is only one half of what it is at one foot from the centre. This is almost evident to the feeling, from the force the hand has to apply at those different distances. Now, the larger the parts are, the stress must be thrown the farther from the centre of motion, and the acting parts will therefore be the more durable. Hence also the ad- vantage in niachincr)' of having targe wheels and large II 286 ON COUPLINGS. [chap. IIL pulleys. (See Essay I., Oeneral Observations on Ae Wheel' Work of Mills, Art. 101.) 345. It is also proper to observe, that when tbere is a long line of shafts, the couplings, where there is only one bearing, should, if practicable, be so arranged as that the unsupported end of the shaft should be as far as may be from the part subject to lateral pressure. For instance, in Fig. 21, Plate VIII., the couplings and journals m better as there represented, than had they been at a a, in the middle, between the wheels. 346. The oiling of couplings is found to render them more durable. This fact has been fiilly ascertained in one of the most extensive cotton manufactories in Britain, in the machinery of which the couplings were formerly very liable to wear, but, since using oil, they have been found sufficiently durable. The squares of couplings nearest the journals, from accidentally getting oil, are also least worn. 347* A fly-wheel is often of use in a long line of coupled shafts. In the vicinity of Glasgow, motion was conveyed from a steam-engine by means of lymg shafts, to the dis- tance of ninety-three yards. When those shafts were first tried, from the elasticity or spring of so great* a length of shafts, and the play of the couplings, the motion at the further end was so very irregular, that it could not be ap- plied to work a " calender." A fly-wheel near the " ca- lender," connected with the lying shaft by pulleys and a belt, was resorted to in order to cure this evil, and this simple contrivance had the desired effect ; for the calender ever after gave satisfaction in its work. A table respecting the dimensions, stress, and durability of couplings is annexed. 1 CHAP. III.] ON COUPLINGS. 487 SiS. Eacts respecttTig Couplings. 1 s 3 4 5 e II 1 s. 1 t ■s 1 1 1 1 J ! Is. A, Cast iran. Square coupUog, one bearing, (see Coupling IX. Fig 12,) coupling next the steam-en- giiie, worn off each uigle of the square about three-fourths of an inch; the square was originally 5 inc&eii the Imx 10 inches long. .. B, CmI iron. Same Une of shafts further on ; all things but the re- sistance the same. Some of the omplisge not perceptibly worn others worn off about three-eighths IC 6 17 e 1 12 9 12 e 40 40 3S 38 50 55 50 50 7 7 5 5 5 8 4 7 7 s 8 3 2 4 31 in 10 12 6 5 8 8 6 3 ■40 ■20 ■44 ■1.'. -02 ■24 ■16 -24 ■12 C, Cast iron. Same kind of couplings •e A and B, sqoaie originally 6 bchea, box 1 2 inches long, not per- D, Cast iron. Same kmd of coupling E, Wrou^t iron. Same kind, much W, Cart iron. Same kind, not worn &. Cost iron. Worn one half inch.. H, Coat iron. Not perceptibly worn 1, Cast iron. Not perceptibly worn DXtCRIPTION OF THE TABLE. Colonm 1 contains tlie resistance in horses' power. Colunm S contains the revolutions per minute. Column 3 contains the years at work. Column^ 4 contsuos the side of the square in inches. Column 5 contains the length of the box. U 2 288 ON COUPLINGS. [cHAP.m. Column 6 is found by dividing the power by the revo- lutions per minute, which represents the ami- parative stress, (see Essay II. Chap. IV.) OBSERVATIONS. I. 349* These couplings do not seem to have been durable in proportion to their stress ; but this may be in part at least accounted for, from difference of workmanship, and of degrees of hardness of metal, or perhaps accidentally getting oil. II. S50. Two circumstances must materially affect the da- r ability of couplings. 1. The extent of surfaces in con- tact at the place of pressure. S. The distance of the sur- face of pressure from the centre of motion. It is probable, therefore, that, all other circumstances being the same, the durability of couplings increases in a ratio compounded of those two circumstances, or nearly as the squares of the sides of such couplings as have square coupling boxes. Thus, for example, b, in the table, is 5 inches on the side ; admitting the above ratio to be near the truth, in order to have the case a made in proportion to b, it should be increased to rather more than 7 inches, for The square of 5 is equal to 25, and as the stress on a is double, 25 multiplied by 2, is equal to 50, the square root of which is 7'07- III. 351. But we may suppose it prudent to take a standard somewhat larger than the side of b, for all the additional CHAP. 111.3 ON COUPLINGS. 289 weight of the ports would never be felt hurtful in prac- tiee; let us suppose 6 inches therefore a proper stand- ud for eight horses' power, at forty revolutions per minute. Then the square of 6 is equal to 36, and 36 mul- tiplied by 2 is equal to ^% the square root of which is S*5 nearly, or the size which the coupling a ought to have had. IV. 352. In Observations II. and III. cases have been Donsidered in which the revolutions per minute were both the same ; but we conceive that velocity must mate- rially affect durability, because the grinding or wearing, where there is any play, must be increased by an increase of velocity. v. 353. With respect to durability, couplings may be con- sidered under two distinct classes. 1. Those having boxes. 2. Those without boxes, having legs, such as glands, &C. The durability of the latter class wiU probably increase, all other circumstances being equal, nearly in the ratio of the distance of the parts of pressure from the centre of motion. For, in glands, the pressure is commonly Hmfined to a small space compared with that of coupling- boxes. SUPPLEMENTARY OBSERVATIONS. I. 354. The durability of couplings depends upon so many circimiBtanoes, that it is difficult to form general rules with 900 ON COUPLINGS. [CHAP.UL regard to them. The two drcumstonces abeady men- tioned (Art 350) are important, but others merit at least equal consideration ; the angle which the surface makes with the direction of the motion. Thus a square coupling will be more durable than an octagon of the same size, be- cause the acting surface makes a greater angle with the tangent to the circle in which the acting part moves. A right angle to the tangent, or the radius, wiU be the mmi- mum. II. 355. The durability of couplings depends greatly upon the accuracy of the execution. For instance, a well-fitted square coupling will have one fourth, or perhaps one third of the surface of each side acting. But if fitted as is common in practice, they will have little more than the comers acting. One half of each side is the maximum. III. 356. As square couplings of a large size are commonly fitted, there is so little of the surface acting, that we sup- pose their durability will be nearly as the length of the box, multiplied by the velocity of the corners. But if fitted as they ought to be, their durability will be as the rectangle of the acting parts multiplied by the velocity. Or, to simplify the case, (as the ratio will be the same,) as the rectangle of the side, multiplied by the velocity. These observations may perhaps suggest matter of useful practical reflection to the considerate millwright ESSAY IV. ON THE METHODS OF DISENGAGING AND KE-ENGAGING MACHINERY, WHILE IN MOTION. INTRODUCTION. The subject of this Essay is so intimately connected with that of Essay III. on Couplings, that in some cases they are really blended ; and while a contrivance is employed for disengaging and re-engaging machinery, it also serves as a longitudinal connexion of shafts. In viewing for the first time a cotton-mill, few objects attract more attention, or excite more pleasing surprise, than the facility with which even children stop or set agoing particular parts of the mechanism separately from the rest But however curious such things may be to in- spect, it is, perhaps, no easy task, on paper, to render them interesting to the reader. Their utility, however, in practical mechanics, should stimulate the inquirer to examine with attention a subject where ornament of style is inadmissible, and where perspicuity alone should be at- temptedy and which it is perhaps not always easy to attain. 292 OF DISENGAGING AND [eSSAY lY. The plan followed in this Essay is similar to that in Essay III., that is to say, in describing each method, and making separate observations ; and the prefaitory observa- tions to that essay are equally applicable here. Great credit is due to Buchanan in bringing into one point of view so many inventions, which will not fail to be useful to the mechanic, by enabling him more easily to compare them one with another, and more readily to se- lect such as may be best adapted to his purpose. 357* From what has been said respecting couplings, it may easily be understood how shafts may be disconnected when at rest But many cases in practice require that particular parts of a miU must be stopped, or set agomg*, without stopping or making any sensible alteration on the motion of the rest of the machinery. In cotton-mills, for instance, this becomes absolutely necessary ; and there can be no doubt, that necessity, in this case, has given rise to many most ingenious contrivances. Previously, however, to the invention of cotton-mills, there were contrivances for this purpose in use ; such, for example, as the sack-tackle in corn-mills. 358. In order to assist us in forming a judgment of the comparative merits of such improvements, it may be pro- per to bear in mind, a tendency attached to all matter which is intimately connected with practical mechanics, but on which daily experience shews too little attention is bestowed in the construction of machinery. The tendency here alluded to has, by philosophers, been called inertiafj (or more frequently, though with less * When any particular part of machinery is set agoing, it is said among workmen to be set on^ or put in pear; when stopped, set off' or ptU out of gear. t " A tendency to preserve in a state of rest or unifonn rectilinear mo- tion, is a property attached to all matter, and may be considered as pro- portional to the mass or weight of a body." (Young's Nat. Phil. Vol. I. p. 51.) WAY IV.] RE-ENGAGING MACHINERY. propriety, vis inertia,*) by which is meant, the tendency which every piece of matter, when at rest, has to remain i rest ; and, when in motion, to continue in motion. In fcer words, the impossibility of instantaneoitsly producing lotion in a body, or of tmtnntaneousiy stopping a body in It is this tendency, therefore, that occasions J violent shocks in attempting to set bodies suddenly jnto motion ; and those shocks, besides tending to destroy the machine, occasion a very great loss of power. Some ^urt of the machine must break, or at least yield to this ^■tent law. ^V359< The practical mechanic, and perhaps also the phi- loeopher, will find it some advantage to dismiss the term inertia from the place it occupies in science. Wlien pro- perly understood, it simply indicates that matter never changes its state, unless there be a change in the power or powers acting upon it. If you consider inertia as a power, it must be identical with the power of gravity in one case, with the momentum of a body in another, with the power of magnetism in a third, with friction in a fourth, and so on throughout the whole of the powers in nature ; but many writers write as though it were a real power, and distinct from all these, aad consequently lead their readers into incorrect notions tthe subject. It 13 easily proved, that when a body is struck by an- ler in motion, some time is occupied in communicating the motion from the point struck to the other parts of the body ; and therefore, if the parts receiving the blow have fc sufficient elasticity and cohesive power to destroy the ble momentum of the striking body till the motion bo ' Vi» inertia is defined by Newton, (Def. 3. Book I.) lo be o power *U)te by occupying less space ; and although it is subject to a shock at setting on, yet it is not so liable to break the teeth as in Method VI. METHOD VIII. I CLUTCH. — Fig. 8. S78. This figure represents the friction clutch ; it dif. fers from the bayonet (Method II.) in this respect, that instead of striking on a fast cross, the bayonet or clutch lavs hold of the ears of a screwed hoop, which embraces a kind of drum. AB represents part of a shaft kept in motion by the mill; CDE a bayonet, which either slips on a square part of the shaft ab. or passes through the arms of a cross I'q, (as represented in the figure,) which cross is fastened to AB. FG is part of a shaft to be connected with the shaft ab ; upon FG a kind of drum or pulley 11 ik is fastened; this pulley has ledges to keep the screwed hoop j.mno steady. I 302 OF DISEHGAOINO AND [BttAl £?. In setting on the machine, the ho(q[) lmko is canied round hy the hayonet or clutch ci>£» and by the fricdon of the hoop on the drum hik, brings it into motion, in tin some easy and gradual manner that a belt does a machiiie driven by a pulley. The hoop, as represented in No. 3» Plate XIL, fixim acting more perfectly as a spring, is found to answer better in practice than that represented in No. 1. and No. 2. OBSERVATIONS. 379* There is a great deal of beauty in this ingenious contrivance, it may be appUed to the largest machinery, and variously modified according to circumstances*. It is ob- vious that it prevents all the unpleasant and hurtful shock so common in throwing heavy machinery into gear. It may also be the means of saving lives, for should a person's clothes be laid hold of by the wheel- work, in most cases the hoops would slip on the drum, and allow that part of the machinery to stop, without sensibly altering the general motion of the mill. It may in this way, too, pre- vent injury to the mill itself, which might arise from belts getting foul, or from chips falling in among the teeth of the wheel- work. The friction clutch has been lately applied to frames for spinning flax, and it seems to me, might also, with great advantage, be applied to frames for spinning cotton water- twist. METHOD IX. THE FRICTION C0NB8.— Fig. 9, Plate XIL 380. This contrivance is similar in its principles and ef- fects to the friction clutch. * Thus, for instance, it may be applied to the wheel and clutch. — Fig. 7* ESSAY IV.] nE-ENGAGlNC MACHINERY. 303 On the shaft a (kept m motion by the mill) there is fixed a hollow cone h ; on the shaft B is another cone e, (he external part of which fits the internal part of h ; e is, liowever, moveable like a bayonet on a square part of the f;haft B, and may be moved outward and mward also hke a bayonet, by a lever. MTien e is moved forward, it rubs on the hollow part of n, and by iriction, like the triction clutch, gradually brings the machine connected with a into motion. i OBSERVATIONS. WHBBLS ACTING BV FRICTION, — Fig. 10. S81 . Sometimes there is added a bayonet, passing through a hollow cone, wliich, should occasion require, gives liberty to lock the shafts quite fast into one another. The friction cones are sometimes applied to sack-tackles ; one of them on this construction may be seen at Meux's bfewery. ^^fdSQ. Sometimes wheels are made to act without teeth, as represented in the figure ; they move one another by con- tact, having their circumferences generally made of end grain of wood, which may indeed be considered as forming indefinitely small teeth. It is evident, that wheels of this kind may work with Uittlc noise, and be put into gear, and bear against one Rttiother without risk of damage. They are commonly dis- engaged and re-engaged by a bridge, acting as a lever, on simitar principles as described in the case of Fig. 6. » OBSERVATIONS. 383. This species of wheel-work has been used with ;. .od effect in machinery for raising coal ; it is also used, 304 OF DISENGAGING AND [£SSAT IV. in some cases, in cotton-mills ; and has, for a nmnber of years, been employed in a saw-mill by Taylor of South- ampton, the principle and method of which in transmittmg mechanic power certainly deserves attention. METHOD XL— Pig. II. 384. The figure represents another application of fric- tion in transmitting mechanic force, but instead of the friction being on the hem of the wheel, as in Fig. 10, it is here applied to the sides of the wheel. The mode here represented, is successfully put in prac- tice, in a tackle for raising and lowering sacks in a r^ spectable brewhouse in London, a is the axle which gira motion to the tackle, upon which is the friction wheel b ; upon the axis a are the friction wheels c, d, and the roller E, round which the rope winds. The end of the axis a runs in a socket in the end of the axis a ; the other end, in die brass, is in the post^ In raising the sacks, the wheel c is kept fast against the wheel b, by the lever h and catches cc. For lowering sacks, the wheel d is kept against the wheel F, by the lever h and weight d going over the pulley e, and a man holding the line g in his hand, makes the friction of D upon E more or less, as is necessary. OBSERVATIONS. 385. This is a very ingenious and simple machine, and as its principles might be applied in other cases, it is well worth the attention of the millwright. METHOD XII. SELF-DISBNOAOINO COUPLING.— Fig. 12. 386. A represents a shaft, kept in motion by the mill ; B c a cast iron wheel fast on the shaft a, having four pro- IBSAY IV.] RE-ENCAGING MACHINERY. 305 f'jecting teeth, d, d, &c., of wrought iron; ef, is another lilar wheel, with similar teeth, g, g, &c. but is loose on } shaft H, and is made to slide on it, and to act as a kind f bayonet. (Method II.) The teeth project obliquely, as lay be seen in the figure. I When the coupling is engaged, the teeth lay hold of one lother, and the shaft h, is, by their means, carried round nth the shaft a, but when any extraordinary stress comes . the shaft h, the pressure on the oblique teeth forces tck the bayonet e f, and disengages the coupling, i k l, la bended lever, having its fulcrum at k, the bayonet is pt forward by the weight of the part m k, of the lever, r the ordinary stress on h. ■When the bayonet ef, is forced back, the lever is held I by a catch, until the coupling is re-engaged by the hand I the attendant. The coupling is represented in the figure I disengaged'. * In order to succeed in producing this effect, the angle bao must be k aanewhat greater than would cause the surfaces to slide upon one another, irheo acted upou by a pressure in the direction de, perpendicular to a c. Then, when the machine is in motion they would actually slide apart, were it not for the frictioD on the shaft, and the weight of the lever. If the angle ba c be less than the angle which would cause the bodies to ■IHe, the coupling would not disengage itself by any force whatever. Accordiiig to Coulomb's experiments, (see Brewster's Additious to Fer- guson's Lectures, vol. ii. p, 155,) the friction of iron on iron is about one fourth of the pressure, hence the angle bac should be greater than 15 degrees; otherwise the coupling will not disengage. ^ 306 OF DISENGAGING, ETO, MACHINERY. [SSSAT IV. OBSERVATIONS. 387. This coupling, as it prevents accidents from any sudden stress, is found very useful where turning lathes are driven by wheel-work. Some good instances of self-disengaging apparatus may be seen in looms driven by power. Respecting these ma- chines, the reader is referred to Duncan's " Essays on Weaving," as also to the Edinburgh Encyclopedia*. * It will always be found, that, in engaging by wheels, the teeth will be less liable to be stripped in small wheels than in laige ones ; becaiue in small wheels the stroke will be made with a less d^;ree of velocity, ind also a small wheel requires less force to put it in motion ; hence a small and light wheel with strong teeth will seldomer fiul ihan a heavy one. Peikpi the best arrangement will be when the wheel in constant motion is sbuS^ and that to be occasionally put in motion a laiger one, with elastic aniii These elastic arms mig^t be made in the manner of coodi q^rings. FtHl ESSAY V. MECHANISM EQUALIZING THE MOTION OF MILLS, DENOMINATED LIFT-TENTERS, ENGINE GOVERNORS, AND WATER- WHEEL GOVERNORS. INTRODUCTION. :I3 Efisaj relates to machinery not less curious in its construction than useful in practice ; and as some of the apparatus is intimately connected with water-wheels, the papers which are suhjoined, containing an account of some experiments" and observations on their velocity, may not be unacceptable to the reader, who will observe that when a part of the machinery of a mill js suddenly stopped, or euddenly set a-going, and the moving power remains the same, an alteration in the velocity of the mill wUl take place; it will move faster or slower. Every macliine having a certain velocity at which it will work at greater advantage than at any other speed, the change of velocity arising from the above cause, is in all cases a disadvantage, and in delicate operations exceedingly hurtful. In the ease of a cotton-mill, for instance, which is calculated to move the spindles at a certain rate, if from any cause the * An account of tbeee experimenta was ori^&Uy pulilisbed in the 10th e of the PLilosophicnl Magosine, p. ITS. 308 ON EQUALIZING THE [eSSAT V. Telocity is much increased^ a loss of work immediately takes place, and an increase of waste from the breaking of the threads, &c. ; on the other hand, there must be an evident loss from the knachinery moving too slow. 388. In steam-engines this evil is remedied by a c(m- triyance called a governor. (Plate XIII. Kg. 1.) — "Two baUs are fixed to the ends of rods, in continual revolution, and as soon as the motion becomes a little too rapid, the balls rise considerably,'' and, by the intervention of a lever, act upon a throtUe-valoe^ ^ which diminishes the quantity of steam admitted, and of course serves to make the motion less rapid. SECTION I. THE 8TRAM-BN0INB GOVBBNOB. — ¥\g. 1. 389. IK represents a spindle kept in motion by the enginet ; a, b the centrifugal balls ; c a and cb the rods by which the balls are suspended. These rods cross one another, and pass through the middle of the spindle at €• There is a round pin put through the spindle and the rods at c, whicli serves as the point of suspension for the centrifugal balls or revolving pendulum. There is a part of the spindle above c which is square, and nicely polished, * A thrdttle-vdlve is fofrmed by a plate of metal, which is fixed on a spindle passing across the middle of it. When the edge of this round metal plate is in the direction of the current of steam, the aperture is at its great- est extent of opening ; and as the plate becomes more oblique the opening becomes less, until it is shut by the plate being at right angles to the current. The pressure on both sides the spindle Ibeing the same, this kind of vhItc is opened or shut with more ease than amy 'other ; and is, therefore, veiy applicable here. It is not easy to make it quite steam-tight when shut, but its tightness is not of consequence in this case. t This motion is sometimes produced by a rope and pulleys, but wheel- work being more certain, is much to be preferred. AT v.] MOTION OF MILLS. 309 t that the piece of brass m may slide easily up and down The piece of brass m is round on the outside, I has an external groove turned upon the upper end of > receive the lever n o, the fulcrum of which is at p. 3 piece of brass is connected with the ball-rods by two lort pieces and joints de, fc. I The construction of steam-engine governors sometimes Hers a little from that now described j but if this par- alar construction be imdcrstood, there will be no djffi- Bty in comprehending any other in use. I 390. When the engine goes too fast, the balls fly oflT I the spindle, and depress the end n of the lever, which tly shuts the throttle-valve, and thereby diminishes the utity of steam admitted into the cylinder; and, on the other hand, when the engine goes too slow, the balls fall down toward the spindle, and elevate the end n of the lever, which partly opens the throttle-valve, and thereby increases the quantity of steam admitted into the cylinder. 391- This apparatus being of great practical use, and as it is applied to other purposes which I am about to de- scribe, it may be proper here to give a rule for the number of revolutions which the spindle i k ought to make in pro- portion to the situation of the balls with regard to the cen- tre of their suspension c. In order to explain this rule, therefore, it is proper to observe, that " there is a great analogy between the vibra- tion of pendulums and the revolutions of balls suspended from a fixed point. If a body suspended by a thread re- Hmlve freely in a horizontal circle, the time of the revolution ^BU be the same whenever the height of the point of sus- ^^ksion above the plane of revolution is the same, what- L^ 310 ON EQUALIZIKO THE [ESaiTV. Fig. % be made to revolvei they will arrange tibeoifldyitt w as to remain very nearly in the same horicmital plsn. ^' The time of each revolution of the balls is equal to tfae time occupied by a double vibration of s pendolmny of which the length is equal to the height of the point of m- pension above the plane in which they revolva'^* 392. Thus, for instance^ if the height of the point of suspension d, Ilg. S, above the plane on which the baDs revolve, be equal to the length of a pendnlnm whidi lu brates seconds, the balls, in that case, should make SO le* volutions per minute. 393. If pendulums are of the following lengths, their oscillations in one minute of time, in Britain, are as fol- low: BiitiBli feet and inches. OsdHaiions. "Feet 0 . . . Inch 1-565 0 9782 3 . . • . . 3-128 13 0-512 52 2-048 300 120 60 30 15 394. " Hence the oscillations of pendulums are in the subduplicate ratio, or as the square roots of their lengths ; and the lengths of pendulums are in the duplicate ratio, or, as the squares of their oscillations. In order to find the length of a pendulum that will oscillate a certain num- ber of times in a minute, make this proportion : *' t as the square of the given number of oscillations is to the square of 60, or the number of seconds in a minute, so let the standard pendulum, or 39'128 inches, be to the pendulum sought. Example. — Required the length of a pendulum which will vibrate 20 times per minute. * See Young's Natural Philosophy, vol. i. p. 47. t Anderson's Institutes of Physics, vol. i. p. 250. AT T.3 MOTION OP MILLS. 31 Feet. Inches. Feet 0x"o:'2S*"^3liOO::3..S-l.8:«. lengtli required. Inehe. .-i-ia SECTION I. L 395, In a windmill, when the velocity is increased by ! irregular action of the wind, the com is sometimes arced rapidly through the mill without being sufficiently ground. There is an elegant contrivance for preventing this, (similar to the governor of a steam-engine,) but which I believe was much earlier xn use, called in some parts of England a Lift- Tenter. " By means of the centrifugal force of one or more balls, which 6y out as soon as the ve- locity is augmented, and as the rise in the arc of a circle, allow the end of a lever to rise with them, while the oppo- site end descends witli the upper millstone, and brings it a little nearer to the lower one." * This machine is curious, and might perhaps in other ises be usefully applied. We shall, therefore, describe 3 constructions, but both on the same principles. L1FT-TENTBB3 FOR WINIIHILLS. First Conttruetim, 196. This machine and part of the stone-spindle and ning with which it is connected, are represented in Fig. . Plate XIII. To the stone-spindle there are fixed four arms a, a, a, a, there are four similar arms b, b, b, b firmly attached to the hollow cylinder c, which is loose on the spindle fg. The pendulums d, d, d, d are hung above to the arms * Young's Natumi PliiJi)Bo|ib_v. vol. i. p. 233. SIS ON EQUALIZING THE [eSSATT. A, A, A, Ay and through holes toward their lower extremi- ties pass the arms of the loose cylinder. When the mill is at rest, the pendulums hang vertically ; hut, hy their centrifugal force, when the miU is in motion they hang ohliquely ; and that ohliquity is increased in proportion to the velocity, and proportionately raises the loose cylinder c. This cylinder c acts on the one end of the lever e, which has a connexion with the clove upon which the bridge of the stone-spindle rests, and accordingly raises or depresses the upper millstone in proportion as the wind is weak or strong. Second CatuintetiaH, 397. Another modification of the same principle, (ap- plied above the millstones ,) but having one pendulum only, is represented by Fig. 4, and will be easily under- stood from what has been said respecting the First Con- struction. These lift-tenters are drawn from sketches taken in the neighbourhood of Liverpool in the year 1790. SECTION III. 398. Governors are sometimes applied to water-wheels, and made on various constructions. Smiths* bellows have been applied to that use, the upper board rising or falling in proportion to the velocity of the lower board, which re- ceived its motion from the mill. But those we are about to describe, appear to me on better principles ; and as they have been found of very material use, we shall proceed to describe a construction which has for several years been at work in Cartside cotton-mill, which was erected under the direction of the late Robert Bums, Esq., (of whom Pro- ESSAT v.] MOTION OP MILLS. 313 WATER-WHEEL GOVBBNOB. First Comtruetion fessor Robinson makes respectful mention in the Encyclo- psedia Britannica, Art. Water-works.) and which has there A«en gireat satisfaction * ; we shall afterward describe some H^r similar machines for the same use. ^899. The principles of this kind of water-wheel governor are nearly the same as those of the governor of a steam engine. It has a revolving pendulum which receives its motion from the mill, and in proportion as the machinery moves faster or slower, the centrifugal force acts upon the governor, and raises or depresses an iron cross, which, Eg on a lever, reverses the motion by the wheel-work, h operates upon a sluice so as to enlarge or lessen the ige of the water to the water-wheel ; this sluice is made on the principles of the ihrotUe-valve already de- scribed, Art. 388, in order that it may be moved by a Htall power. So long as the machinery is moving at a Beper velocity, this wheel-work of the sluice apparatus remains at rest. Fig. 5 represents different views of this machine, and some of its parts detached. The same letter in all the figures refers to the same part. The revolving pendulum efgh receives its motion from the mill-work by means of a rope giving motion to a pulley I. The upright shaft mn is kept in constant motion by n a letter which Buchanan hod from Mr. Bums, dated February 1B08, TJtes to tlie following effect ; rhe goTemor is the most useful thing For a wftter-whecl that can pos- V be thought of, and I wish you would adopt it in your practice wherever {doMrs to make your employer prosper. 1 am sure it ia worth a lai^ < us at CarlAidc mill, from its keeping up the speed of the machinery, it de'viUJng the yeitr round." 314 ON EQUALIZING THE [E881T Y. the wheel work oprb. The wheel n acts constantly into the two hevelled wheels t and u, and makes them move in contrary directions. They are loose on the shaft when the miU is going at its proper speed. But if the mill moves either too £Btst or too slow, the one of these wheels, hy means of a clutch q, in a way to be described, is connected with and carries round the lying shaft D c, and, by a pair of bevelled wheels, communicates motion to the oblique shaft b w, which again, by a screw x, and quadrant wheel t, moves the sluice z, and by making it stand more or less oblique, alters the area of the passage for the water. From inspecting Fig. 5, No. 1, it will be evident that the box a will be raised or depressed in proportion as the baUs E and f of the revolving pendulum efgh are further or nearer to the centre of motion ; when the velocity is greatest, the balls e and f by their centriftigal force will extend themselves farthest from the centre of motion, and raise the box a. See also Iig. 5, No. S, No. 3, and No. 4. To the box a is fixed a cross be. There is a forked lever dqe^ the fulcrum of which is at^ and which turns horizontally. This forked lever has four prongs, 1, 2, 3, 4. ^V^lcn the mill is at its proper speed, the cross works within the prongs 1 and 2 ; in this situation of the forked lever the clutch Q is disengaged from both the wheels t and u, and they move on their bushes without carrying round the lying shaft. The clutch is made to slide on a part of the shaft which is square. When the mill goes too quick the cross gland is raised, and in turning round strikes the prong 3, which immedi- atelv causes the lever to throw the clutch into the arms of the wheel u, which then carries the clutch and shaft round with it, and by the means already described acts on the E88AT y.3 MOTION OF MILLS. did shiice, and by lessening the quantity of water falling on the wheels diminishes its speed. On the other hand, when the mill goes too slow, the cross is depressed, and striking the prong 4, reverses the motion of the shaft, and so produces a contrary e£Fect on the sluice. 400. It may be proper to remark, that the train of wheel- work is so calculated as very much to reduce the motion at the sluice, and it is found firom experience that this is ne- oetrary. Were the area of the aperture ttio suddenly changed, the effect on the water*wheel would be too vio- lent. Every time the mill is stopped, it is proper to lift the wheel r out of gear. The centre on which the sluice turns should be one third of its height firom the bottom, in order that the pressure of the water above the centre may balance that below. At m there is an upright shaft, which is worked by hand when required. WATBR-WHBBL OOVBBNOB. Second Conttmctum. 401. Fig. 6 represents a sluice regulator as executed in some parts of England. It differs little fi:'om that already described, only that the lying shaft a b receives its motion immediately firom the mill, instead of firom the axle of the revolving pendulum, as in the first construction. (Art. 399*) From having so minutely described that construction, it is hoped that the attentive reader will find no difficulty in ccmiprehending Fig. 6, firom inspecting the plate. WATBB-WHSBL GOVBRNOB. Third Construction. ifiSL Fig. 7» Plate XV. represents a water-wheel go- vernor of a very simple. cpziBtractiaQ» differing £rom the 316 ON EQUALIZING THE [e88AT V. foregoing in this respect, that it communicates most part of its motion by bands and pulleys instead of wheel-work. The motion is reversed by the simple means of having one of the pulleys a with an open band, and the other b with a cross band. OBSERVATION. It is proper to observe here, however, as was already done with regard to the governor of the steam engine, that wheel- work is much to be preferred in point of certainty, to bands and pulleys. WATBB-¥rHBSL OOVBBNOIU Fourth Constmetion, 403, This construction is represented in Fig. 8. The revolving pendulum aklm is kept in constant motion by the water wheel. a, a, two wheels fixed on round sockets upon the go- vernor spindle. B, a clutch upon a square part of the spindle, (or what might be better, a round with a feather upon one side ;) c, a gland to connect the clutch with the sliding part k of the governor, which has a groove to receive it like that of a bay* onet. (See Essay IV. Art. 282.) d, a piece of iron which prevents the gland from turning round, and for keeping it from flying off^; e, a wheel working into the wheels a, a ; F, an endless screw upon the same axle with the wheel e ; G, a wheel upon the same axle with another screw h, which acts into the quadrant i, upon the sluice. The operation of this ingenious apparatus, from what has been said of the other constructions, will, it is hoped, be sufficiently clear. This governor was designed by Jam^ Carmichael, millwright, of Dundee. ESSAY V.3 MOTION OF MILLS. 317 WATBB-WHEBL OOVBRNOB. Fifth Camtructian, 404. From the inspection of Fig. 9^ and what has been ahready said respecting water-wheel governors, this par- ticular construction will doubtless be easily comprehended. We need only mention that the wiper a, by means of the forked lever bdc, acts on the clutch e. The rest of the movements resemble those of the first construction. (Art. 3990 This apparatus, remarkable for its neatness and simpli- city, was constructed by Hewes of Manchester*. * A simple and not a very expensive apparatus for equalizing the exer- tion of horses in thrashing-machines, is descrihed in the Art. Agriculture, Supplement to Ency. Brit p. 200 ; and in Brewster's edition of Feiguson's Lectoies, p. 201, vol. ii. 1. ^ * Philosophical Society at Edinhurgh, and was afterwards published in the Philosophical Magazine. 405. There are many cases in which it is of importance to know the proportion of power necessary to give different degrees of velocity to a mill*. But as the construction of mills, and the purposes they serve are various, it is perhaps impossible to find any law of universal application. Mr. Banks, in his Treatise on Mills i, has drawn a conclusion which he appears to consider as invariable, namely, that " when a wheel acts by gravity, its velocity will be as the cube root of the quantity of water it receives." But if we suppose a wheel raising water by means of cranks and pumps, on Mr. Bank^s's principle, Buchanan * It was a scarcity of water for the Rothesay mills which directed my attention particularly to this suhject t See Banks on Mills, pp. 17, 18, 144, 145, 146. APPEND.] ON THE VELOCITY OF WATER-WHEELS. 319 thought it might easily be demonstrated, that by reducing the velocity of the wheel to a certain degree, the wheel would raise more water than would be necessary to move it at that velocity ; a thing evidently impossible. In this view it would seem there is no actual case in which Mr. Banks's conclusions will hold true. But, how- ever they may apply to other mills, the experiments of Bu- chanan seem to prove at least that they do not apply to cotton-mills. On the ground of these experiments, made at different times, and with all the attention in our author's power, (and not from any abstract consideration,) did he presume to call in question an authority for which we en- tertained the highest respect. 406. In January 1796 he measured the quantity of water the Rothesay old cotton-mill required : 1st. When going at its common velocity ; and 2dly, when going at half that velocity. The result was, that the last required just half the quantity of water which the first did. It is to be observed, that in these experiments the quantities of water were calcidated from the heads of water and aper- tures of the sluices. feFrom these experiments he inferred, " That the quantity water necessary to be employed in giving different de- Bes of velocity to a cotton-mill, must be nearly as that velocity." He was satisfied with this experiment, and the inference drawn from it, till some gentlemen well acquainted with the llieorj- and practice of mechanics expressed their doubts on the subject. He had then recourse to another experiment, which he considered as less liable to error than the former. ■toy. The water which drives the old cotton-mill falls, a little below it, into a perpendicular-sided pond, which serves as a dam for a corn-mill at some distance below it. To ascertain, therefore, the projiortional quantities of y2 320 ON THE VELOCITY [essay Y. water used by the old mill, notmiig more was necessary than to measure the time the water took to rise to a eertahi height in that pond ; and accordingly, on the first of May 1798, he made the experiments noted in the following table : Number of experiments. • 1 2 3 4 Revolutions of one of the upright shafts per minute. 46 46 24 23 Rise of water in the pond in inches. 5 5 5 5 Time in minutes and seconds. 6-58 6-57 14-45 150 The first and second experiments were made with the mill at its common velocity ; the third and fourth at nearly half that velocity. The time which the mill required to use the same quan- tity of water in these experiments may be taken in round numbers ; the proper velocity at 7 minutes, and half that velocity at 15 minutes. The result of these experiments approaches very nearly to that of 1796. The difference may be accounted for by the small degree of leakage which must have taken place at the sluices on the lower end of the pond ; and the time being greater in the third and fourth experiments, the leakage would of course be greater. 408. Smeaton * and others have proved, in a very satis- factory manner, that " the mechanic power, that must of necessity be employed in giving different degrees of velo- city to the same body, must be as the square of that velo- city." But it appeared to Buchanan, that the result of the above experiments may be easily reconciled to this pro- position, by considering what Smeaton says immediately * Sec Smeaton on Mills, p. 18. See his Miscellaneous Papers, p. 92. ^PEND.] OF WATER-WHEELS. 321 terwards: — "If the converse of this proposition (says ) did not hold true, viz., that if a body in motion, in eing stopped, would not produce a mechanical effect equal or proportional to the square of its velocity, or to the me- chanical power employed in producing it, the effect would not correspond with its producing cause."" Now it is to be observed, that Smeaton's experiments were made on the velocihi of heavy bodies Jree from frictioyi and other causes nf resistance. ; but in mills there is not only friction, but obstacles to ho removed : and experiments made on friction have proved that the frictions of many kinds of bodies in- crease in" direct proportion to their velocity. But the velo- city of a cotton-mill at work may be considered as a me- chanical effect; and, if so, must correspond with its pro- ducing cause. 409. The preceding esperiments on the Rothesay mill, are undoubtedly correct and consistent with the principles of motion and power, and also with the experiments of Smeaton on Mills and Mechanic Power. It is shewn in the additions to this essay that the me- chanical power is as the quantity of water on the wheel, multiplied into its velocity when the wheel, fall, and other circumstances remain the same, and since the mechanical effect is measured by the resistance multiphed into the velocity of the working point when the friction is con- stant ; if the quantity of water be diminished by its half, either half the resistance, or half the velocity with which is overcome, must be taken away, otherwise there I not be an equilibrium between the power and effect. at the same time it is to be observed, that an •eased velocity lessens the friction of the intermediate ichinerj', and consequently a greater effect would be pro- Ked by the greater velocity, as appears to be the case by 1 Mechanie Powers applied to Bodies at rest. Miscellaneous 3^ ON TH£ VELOCITY [eSSAT V. the experiments* There is not, however, in the detail of these experiments, sufficient data to enahle ub to arrire at any useful conclusions. 410. Roherton, an engineer of some eminence, made ohservations on the foregoing paper, alleging that the conclusions of Banks give most satisfactory evidence that particular care and judgment are necessary in "*ffVrf experiments. It appeared to Roherton that the wrong oonchuoanB which have heen drawn hy this and other writers on ihiB suhject have wholly arisen from misapprehending some of Sir Isaac Newton's fundamental principles of mechanici^ and from a love of establishing theoretical expressiape rather than strict observations of the invariable laws of na- ture ; expressions such as these : viz., Quantity qfUdotkn^ Instantaneous Impulse. Taking a constant portion of time (viz., a second) to be the measure of the velocity of a body, and an instant to be the measure of the effect it produces ; or by taking time as the measure of the cause, and space as the measure of the effect. As to an instantaneou.s effect, Roherton ar- gues that it is an absurdity in itself as well as in mechanics. We can form no idea of a body put into motion, without the acting power or body act upon the body put into motion for some timey and also over some space ; and to suppose otherwise leads us entirely out of the sound principles -HQ-Jit c ; and consequentlv the quantity of water expended is to its mechanical power as 1 : 0*5857 c. This effect is greater than when wheel is supplied at the sxunmit in the ratio of 1*1714 These comparisons will convey some useful infonuatioD to many readers ; and they may sometimes suggest to scien- tific wtiters the advantage of studying the actual nature of machines i for relations so extremely obvious and simple could never have been overlooked by any one ivho might have condescended to examine the subject. The power of a water-wheel may be considered under two points of view j each of which has its peculiar use. If we wish to compare it mth any other first mover, then we shall have to calculate its mechanic^ power. But when it is desirable to compute the resistance it will overcome at the working point, the effective force should bo calculated. 415. "When the water flows upon the wheel, either at or above the axis, the mechanical power is ^ be — - cubic wer { ion ^\ 4 bs. \Vhen bv a the quantity of water expended in a second, in cubic fcpt the part of the circumference between the lowest of the wheel, and the place where the water flnwe it in feet, and j- the part o[ the eireiMfetw^,.. i^-_ the point which is level with the axic, and that »K-,„ i^ water flows upon the wheel in feet. Throughout these Esvvs, the M«»-lnMf^ ■«»»• «/ horse is estimated at 300 tU. HKnia^ wiA a JtUtlu / A ; hy substituting these quantities, we have 122*176 bhi lbs. = the mechanical power ; or *0l64 bhi = the number of horses, where h = the whole height of the fall in feet, and b the area of the apertiure through which the water flows upon the wheel in feet. « 416. The effective force is 31*25 be Iha. when the water flows on either at the summit, or at the level of the axis. When the water flows on at 52f degrees distant from the summit of the wheel, the effective force is 37*192 iclbs. or 45*746 6 A lbs. OF THE POWER OF BREAST WHEELS. 417. When the water flows on below the level of the axis of the wheel, it may be termed a breast wheel. Let 1/ be the distance below the axis measured on the circumference, then 5-7 — 7 — r equal the mechanical power ,. /. /. 31-25 c^fti;,, „^ m cubic leet 01 water, or lbs. When y = c the c -^-y ^ power will be reduced one half, and when y = 2 c it will be reduced two thirds, and so on. If we assume that the mechanical power of an imdershot wheel is half that of an overshot one " under the same cir- cumstances of quantity and fall ;" * then it will be an ad- * Smeaton's Experiments, Miscellaneous Papers, p. 49. APPEND.^ OF WATER WHEELS. 333 yantage to employ an undershot wheel whenever the fall is less than three tenths of the radius of the wheel. But since the radius of the wheel may in many cases he dimi- nishedf it does not appear to he desirahle to employ an undershot wheel in any case, except where the quantity of water is great and the M inconsideraiae. ESSAY VI. ON CHANGING THE VELOCITY OF MACHINERY WHILE IN MOTION. INTRODUCTION. The machinery employed in manufactures may be diyided into two classes : 1st. Millwork. 2nd. Smaller Machinery. The mechanism described in this Essay belongs to the latter class, and has hitherto been chiefly used in cotton- mills ; but useful hints may perhaps be taken for its apph- cation to other valuable purposes. It would be satisfactory to be able to record the names of the inventors of many of the ingenious contrivances which are described in these Essays. But the secrecy which interest prompts in the machinery used in manufac- tures— the same difficulties giving rise in different minds, without any communication of ideas, to the same means of overcoming them, and the very gradual steps by which im- provements are usually made, render it, in most cases, im- practicable to trace the inventions to their true sources. It may be taken for granted that the reader is acquainted with the common modes of altering the velocity of any par- [8SAY VI. j CHANGING THE VELOCITY Or MACHINERY. 335 liar part of machinery, by changing the wheels or pul- This change, however, requires that the macliincry B stopped for some time until the alteration he made. t many cases occur in which it is desirable to change velocity without such loss of time. Some of those s shall now he considered, beginning with one of the ; simple, — that of changing the speed of a turning- he, according as the nature of the substance to be turned, s diameter may require. LATHS MOTIONS. 4.19. A series of pidleys gradually increasing in size «n an axle, is moved by the mill, and on the spindle of the lathe is a similar series, but in an opposite order, so that the same length of belt will work on all the opposite tlleys, according to the speed required. These series resemble two tnmcated cones, having the aller diameter of the one opposite the greater diameter of the other, so that the same belt is equally tight on what- ever pair of pulleys it may work. This contrivance is represented by Fig. 1, Plate XVI. applied to the spindle a b of a turning lathe, c d is part of a shaft driven by the mill at a certain regular velocity. When a slow motion is required, the belt works at ef; when a greater velocity is required, the belt is shifted by issing it to one side, to another pair of opposite puUeys. I is hoped that the figure will make this so clear, that all her explanation will be unnecessary. OBSERVATION. (420. This contrivance, very simple in its construction, I found of important practical use in the turning of va^ i substances. 336 ON CHAN6IK6 THE [E88AT VI. II.— ALTEBNATB 0ONB8. 421. There is another contrivance on similar principles to that above described, which has b^n found very useful where a motion constantly varying is required. Instead of the opposite series of pulleys, there are two opposite cones. The one of these cones gives motion to the other by a belt which by the machinery is gradually moved firom one end toward the other of the cones. This piece of machinery is represented by Fig. 2. ab is the belt; c is the guide, which, receiving its motion from the machinery, traverses the belt at pleasure, mih any velocity which the case may require. Thus the one cone moving at a uniform motion, com- municates a varying velocity to the other. OBSERVATION. 422. This piece of mechanism, remarkable for its sim- plicity, I have had occasion to put extensively in practice, and have found it give great satisfaction. III.<^-ALTERATION OP VELOCITY BY WHEELS MOVING ONE ANOTHER BY FRICTION. 423. The same eflTect as the alternate cones is some- times produced by the rim of one wheel moving on the face of another, by means of the roughness of their surfaces, the inequalities of which may be considered as indefinitely small teeth. Thus A B, Fig. 3, is a face- wheel, moving at a uniform rate. CD is another wheel, which, from the face of ab, re- lAY VI.] VELOCITY OF MACHINERV. 337 ceives a vertical motion. Accordingly as it is required to move CD slower or faster. It is by proper contrivances ide to act nearer or further from the centre of a b. f W4A OBSERVATIONS. 42'i. As there must a twisting motion, similar to that of edge-stones for bruising various substances, take place here, and as it is only properly applicable to cases in which the strain is exceedingly small, 1 apprehend that the alternate cones is a much more perfect manner of pro- ducing a change of velocity. These wheels, however, work verj' well for regulating the taking up motions of the bob- bins in machines for ro\'ing cotton by spindles. In this ;, the force required is verj' small. Certain eases in practice require an instantaneous of velocity ; as, for instance, when those ma- ines for spinning cotton, called Alules, are moved by Irer. jThc mule is a machine different in its construction \ that brought to a high state of perfection by Sir R. kwright. The mule is better adapted than the water-ficist frame (Arkwright's Machine) for spinning all kinds of weft, and produces finer yam than can be spun by any other machine. For the invention of the mvk we are indebted to James Crompton, formerly of Hall-in-the-Wood, near 13oltun-Ie- IDors, Lancashire, This machine was, for many years, rked by hand only, the variety of its movements render- f it difficult to accomplish the moving of it by power of ter or of steam sufficiently simple to be of common use. 338 ON CHANGING THE [[eSS^T VL William Kelly at Lanark, early obtained a patent for a mode of working this machine by power, but it was not until a considerable time afterward that power was gene- rally adopted. The plans which were tried were very various, and the improvement was progressive. One happy consequence of this improvement has been expe- rienced ; the spinners are now found to enjoy better health than they did when they had to labour hard^ while they breathed in warm and confined apartments. In order to save time after the carriage of the mule is brought to its furthest extent, it is necessary to increase the velocity of the spindles. This increase of velocity is called the double speed. Various contrivances have been adopted for this purpose, but three only shall be described; one being performed by r(^eSf another by belts^ the third employing the aid of wheels. This last, indeed, firom its greater certainty, is jvhat is most generally adopted. These contrivances will, however, serve to shew the progress of improvement in this species of machinery. DOUBLB SPBBD. First Canstniction. 426. The axle ab, Fig. 4, Plate XVII. is suspended by a cast iron frame from the ceiling of the room. This axle is kept in motion by means of the fixed pulley c, which is moved by a belt from the mill- work. On the same axle are two loose pulleys d and e. (Essay IV. Art. 280.) Ropes from these pulleys communicate with the fast pulleys f and G, on the axle x y of the fly wheel of the mule. The loose pulleys have catches on their sides; while these are disengaged the mule is at rest. In order to put the mule in motion, the smaller pulley e, by means of the sliding guide ikl, is slipped to one side, so as to lay hold I ;AV VI.] VELOCITY OF MACHINERY. 339 of the glfuid H, which is fixed on the axle, and carries the pulley round along with it, and thus moves the mule at its slower motion. When the fly wheel w has made a suflScient number of revolutions at this rate, the slider is moved by peans of wheel-work and a wiper toward the fast pulley a, which motion disengages the small pulley from the gland, and engages the larger pulley with c, which produces a quick motion in the fly wheel. OBSERVATIONS. 4^. This apparatus was in use in Manchester in the jear 1797> but the shocks produced by the catches (Essay Art. 281.) and other imperfections, soon occasioned disuse. But there is often much to be learnt from the examination of machines which have been abandoned. It is but by comparison of things of the same species that we are able to appreciate their true value. b DODBLB BPEBD. Second ConOruction. 428. This apparatus differs from the First Construction, principally in having belts instead of ropes for communi- cating motion. On the axle a b, there are five pulleys, e, d, c, g, h, all of them loose but c, which is fast. When the belt from the mill-work is on c, the mule is at rest, because the axle revolves without carrying round any of the loose In order to put the mule in motion, the belt is, by means of a sliding guide, shifted on to the pulley d, which carries 840 ON CHANGING THE [^£88AT VI. round the pulley x along with it ; and by another belt» moves the pulley f on the fly wheel axle xy, and thus moves the mule at its slower motion ; afterward (as was described of the First Construction) the sliding guide shifts the belt from d to o, which, by carrying round h in a similar manner, produces a quick motion in the fly wheel w. OBSERVATION. 429* This construction was in use in Manchester m the year 1799 ; and as the shocks complained of in the First Construction did not occur in this, it was found a material step in the improvement of working mules by power. DOUBLE 8PBBD. Third CanstructUm. 430. This construction differs from the second^ in having the whole apparatus attached to the framing of the mule, and in having the aid of toothed wheels for producing the change of velocity. On the axle a b, Fig. 6, are three pulleys, c, d, e. The pulley c is fast on the axle, d and £ are loose, but on the side of E is fixed the small spur-wheel f. The larger spur- wheel G is fast on the axle ab. On the axle x y are fixed other two spur-wheels, h and I, of the same size as those on the axle a b, but placed so as that the larger wheel on the one axle shall be constantly in gear with the smaller on the other. When the belt (put in motion by the mill-work) is on d, the mule is at rest ; when shifted on to e it carries the smaller wheel f round with it, which being in gear with the larger wheel h, moves the fly wheel axle x t at its slower motion. S88AT VI.3 VELOCITY OF MACHINERY. 341 On the other hand, when the belt is shifted to the pul- ley Cy which is &st on the axle, it carries round the larger wheel G, which is also fast, o being in gear with the smaller wheel i, moves the fly wheel at the greater velocity, or, as it is termed, at double speed. OBSERVATIONS. 431. This piece of mechanism was first adopted in Man- chester about the year 1800, and although sometimes its parts may be somewhat differently arranged, it continues, I believe, still in general use. While it is firee from the shocks produced by catches, it is also (owing to having the change of velocity produced by wheels) free from the uncertainties of motion arising from any change in the tightness of the belts as employed in the Second Construction. ESSAY VII. ON THE FRAMING OF MILL-WORK. PREFACE. The preceding Essays relate principally to the moving parts of macliinery, but as it seemed essential to a system of mill- work, to say somewhat on the subject of the Jram- ing which supports the moving parts, Buchanan was in- duced to commit to paper the following ideas on that head. SECTION I. 432. The general principles of carpentry must obviously be applicable to the framing of mill-work. These prin- ciples I shall not here repeat, but beg leave to refer to what Professor Robison has written on this subject, in the Encyclopaedia Britannica, and to Mr. Peter Nicholson's various writings on the subject; I shall here consider only the peculiarities of the framing of mill- work*. 433. Mill-work, from its motion, occasions a tremor on * See also Art Carpentry, New Supplement to the Encyclopsedia Bri- tannica. Tredgold's Elementary Principles of Carpentry, 4to. 1820; and Practical Essay on Cast Iron, Svo. 1822. lESSAY VII.3 ON THE FRAMING OP MILL-WORK. 343 ail the parts of its framing, which subjects it to much more speedy decay than the mere pressure upon carpentry. Besides this general tremor, it is often subjected to vio- lent sudden thrusts, from the bad action of the wheels, or from reciprocating motions. It ought, therefore, not only to be sufficiently strong and stiff, but sufficiently heavy, to give solidity and steadiness. Where the framing of machinery is not firm and well bound, a ^ibratorj' motion in its parts, of course, takes place ; which vibratory motion expends a considerable por- tion of the power applied. This loss of power ia very diffi- cult of investigation. It is certain, however, that whatever motion of a vibratory nature is communicated to the fram- ing and objects in contact with it, (absfracting from the elasticity of the parts,) must be lost to the effect the ma- chine would produce, were the parts sufficiently strong and well bound together ; and it is to be observed, that firm and well-bound framing is much preferable to heavy fram- ing not so well connected in its parts. It is as certain, that though the framing in either case may be constructed so as to be equally strong ; yet the heavy framing, from its vibration, will expend more of the original power than that which is less heavy but firmly connected. 434-. Besides strength, siiffnessy and solidity, the framing of mill-work requires to be constructed so as to be e«.«y of repair ; and so contrived, that any particular part may be reftaired or renewed with the least possible derangement to the other parts of the framing. 435. There is another circumstance in this species of ing which demands great attention. The shajis often tquire to be restored to Ihetr true situations, from which * ihev may have deviated by the wearing of the parts. Now the framing ought to be so constructed as easily to admit of this restoration of' (he shttjis, as also of any other shift- Liiig of them which may in practice become ncccseary. 344 OK THE FRAMING OF MILL-WORK. [E88AT VH. 436. But thougli the framing which supports the parts of mills and machines should be firm, it is an advantage that the part on which any axis rests should have a small degree of elastic tremor when the machine is in motion. Such tremor has considerable power in diminiRhing the friction. It may further be observed, that framing to sup- port machinery should be as independent of the building as possible, because the tremor it always communicates is exceedingly injurious. Before proceeding further into the subject, it may be proper to consider the bearings of shafts. SECTION 11. OP THB BEARINGS OF SHAFTS. 437- The bearings on which gudgeons and journals rest and revolve, are sometimes termed Pillows^ and fi^uently BrasseSf from being often made of that substance. The bearings for pivots, at the lower extremity of up- right shafts, are denominated Steps ; the parts where the journals of vertical shafts or spindles turn and bear against are called Bushes; and for small spindles, such as those used in the manufactures of flax and cotton, Breasts. It has become general to fix pillows in blocks of cast iron. Hence the term Pillow Blacky and sometimes, cor- ruptly. Plumber Block. In Manchester they are called Pedest€ds. 438. The substances used for Pillows^ &c., are various, but brass is the most common*. Other substances, how- ever, which are cheaper, have in many instances been found equal, at least, in durability. * The metal our author terms brass, is usually the composition of copper and tin, called gun metal. Gun metal is much harder than common brass, and much more durable. Common brass is a compound of copper and sine, and is now rarely used for bearings. iSAy VU.] ON THE FRAMING OF MILL-WORK. 345 At the cotton works of Deanston, near Down, a water wheel has nm nearly 30 years on pillows of cast iron, with little sensible wear on the gudgeons, nor were they ever found liable to heat". The outer skin of cast iron, particularly when caat in metallic moulds, is remarkably hard, and it is reasonable to suppose that it would make a durable pillow, as we have |seen is the case in the above instance. Mr. Murray of Leeds was enabled to bore the hardest 1st iron, some cylinders of which, from the whiteness of he grain at the places broken off by a chisel, denoted its fuperior quality. Such iron is equally hard throughout. A patent was granted long ago for wheel bushes of me- , of a peculiar hardness, which proved to be nothing ' more than very hard cast iron, but the patentee had dis- covered a mode of boring it, which Murray imitated. Stone has often been used with good effect for pillows for gudgeons and journals. The great objection to stones for this purpose, is the difficulty, arising from their hardness, of forming them into proper shapes. At Sheffield, where the joumejTnen grinders are obliged to keep this part of their machinery in oil, and in repair, they liave found from long experience, that a piece of green (unseasoned) thorn tree is exceedingly durable f . But in general they prefer using brown paper, adding always one ply some time after another, so as to form a kind of paste- board ; this substance they find less liable to heat, and much more durable than brass t. • Heating geiieraUy lakes place from the surfaces of the journal and pillow being too small, and sometinieB from the journal having worn too deep into the pillow, in which last ease, in jiarticular, a great friction takes jtloce. t Qreen oak soaked in boiling oil, is said to be need with advantage, r's Additions to Ferguson, vol. ii. p. 179. } If the bearings for gudgeons were made hy screwing maay thickneases of posteboftril together, in the same manner as the rollers of calendars are iDule, they would be extremely durable, and have very little fricdon. 346 ON THE FRAMING OF MILL-WORK. [^£S8AT VII. Wooden pillows ore often used. Box wood and lignum yitsB were long in use. The latter ha^ been found an im- proper substance for the purpose. Beech is preferable to either, and has been used with great success for steps. Holly has also been found to answer well for the same purpose*. • FOBMS OP 8TBP8 AND OP PIVOTS OP UPBIOHT 8HAPT8. 4 cock. See Gregory's Mechanics, vol. Ji. p. 418, 2d Ltion. 444. The journals of upright shafts are supported some- les by breasts, (Fig. 4,) and sometimes by bushes, in ising through a floor. 445. The spindles of millstones usually run in wooden hes. A block of cross elm, abc, Fig. 5, about 9 inches meter, and 3 inches thick, forms the principal part of it, d is lodged in the eye of the millstone. In order that } spindle may at all times run steadily, there are three Kes of hard wood, d, d, d, lot into grooves in the block, ' The rubting Burfaces of caat iron pWota ahouJd not have a greater Bore upon them than one ton QpoQ a square inch, or they vill he very ject to heat, and the friction and weai will he increased. Large vertical ^ may often be made to revolve on conical rollers, on the same prin- e aa fnctiDn rollers; when they nro well made, the motion is very and the friction much reduced. 346 om TBE PBAJOVG or xux^-wobk. [bmat vil •o that tbeir three ends embraee die ^indies. TheeepieoeB are of equal breadth throaghont, to that thej may easify be wedged fiirwafd when dinr wear. This flimple and in- genioiis cootriraiioe has been vor long in use. Some use apiece ci cast iron in {ireAsrence to die Uock ci efan, to answer the same pivpose^ and some a greased ntpe to nm the spindle in, instead iH>r situation by means of small keys k, k, k, k. lAT VII.] ON THE FHAMING OF MILL-WORK. 3-1.9 448. The posU, instead of being; each made of one solid piece of timber, are sometimes framed of separate pieces, as represented in Fig. 8. LjTUg shafts, instead of being supported by posts, are sometimes suspended from a ceiling, as shewn in Fig, 9- The bridge is tempered by keys, &c., as when posts are used. J FOB UPtllOHI SHAFTS. 449- Upright shafts are generally supported by bridges adjusted endwise, and upward and downward, like those of the lying shaft ; hut in order that they may be moved hori- zontally in every direction, the pedestal is contrived to deceive keys at its ends, similar to a hcadstock. (See Wt '"'^ ^Bocrews arc frequently used instead of wedges for adjust- ing the step. 450. Fig. 1 1 represents the framing of an upright and ^UDg shaft connected by bevelled wheels. ^■^1. Sometimes a bridge is not immediately supported ^Pposts, but by intermediate pieces, which are called cJoves. This construction is common in single corn-mills. Thus, AB, Fig. 12, is a bridge; cd and ef arc cloves. 452. Respecting the decay of timber, and the means of preventing it, Buchanan refers to Dr. Parry's paper, in the Transactions of the Bath Agricultural Society, and re- printed in Nicholson's Journal, Vol. XX. Nos. 85, 86, 87» ;uid Repertory, No. LXIII. That paper appears well worthy the attention of those who have occasion to con- struct works of timber*. Kyan's mode of preserving nber, till a better shall be proposed, now supersedes all VschemoB heretofore promulgated. " Blementdty Principles of Carpeutiy," Sect. X. Art. 327— J 350 ON THE FRAMING OF MILL-WORK. [eMAT YIL SECTION IV. OF CAST IBON FBAMINO. 453. In a preyious part of this work, mention lias been made of the great increase of late years of the use d cast iron in mill-work. Cast iron possesses great superiority over timber, for constructing the framing of mill-work. It is not only much more durable, but &t)m the uniformity of its texture, may be converted into any shape, so as to give it great adU vantage in arranging the materials with respect to strength, and proportioning it to the stress it has to sustain. Tim- ber, on the other hand, being stronger in some directions than others, and of very limited breadth, is confined in its arrangement, and requires, in certain cases, much work- manship ; whereas, after the patterns for cast iron are once made, any number of castings may be formed from them with very little labour or trouble. Those who have scientifically considered the strength and stress of materials, know that when timber is broken by any lateral pressure*, it is owing in a considerable de- gree to the compression of the beam on the hollow side, which puts the fulcrum of the ideal lever much nearer the point of resistance than it would be in a substance less liable to compression. Cast iron is much less liable to compression than timber, which gives it an advantage in withstanding lateral pressure, greater than might be ex- * See Emerson's Mechanics, Sect. VIII. p. 93, and Gregory's Mecha- nics, Vol. I. Book I. Chap. V. These references must have heen made without consulting the works quoted, as the investigation of the strength of heams is conducted by both these writers on the supposition that the virtual fulcrum is an incompres- sible arris at one of the surfaces of a beam ; and the one conadere the materials to be extensible, the other inextensible. lAT VII.] ON THE FRAMING OF MILL-WORK. 351 ■jed from the mere comparative absolute cohesion of the wtances'. 54. " Iron is generally much more uniform in its . than wood; yet experiments shew that there is i difference occasioned by different kinds of ore : the ference is not only found in iron from different furnaces, t from the same furnace and the same melting ; this may ! in a great measure from the different degrees of heat ,ch it has when it is poured into the inould."t Banks concludes that a bar of the weakest cast , 1 inch square, and 1 foot long, will break with about ., and that cast iron is at an average 4 times as strong as oak, and 5^ times as strong as deal; the weight being in all cases applied in the middle ; the beam lying horizontally, and supported by props J, ■ls5G. The strength of any beam, to withstand any weight, being as the breadth and the square of the depth, (see Essay II. on the Shafts of Mills, &c.. Chap. IV. Emerson, p. 93.) it is evident that a bar of cast iron of the same length, must be much stronger when its tranverse section is like Fig. 14, than when like Fig. 13. The form repre- sented in Fig. 14 has a further advantage, that of greater stiffness. The distinction between strength and stiffness is not in practice generally understood or attended to. This distinction is most easily comprehended by considering their limits. The limit of strength, is well known to be frac- ture, or breaking. The limit of stiflfhess, is Jiexure, or bending. Now stifihess increases in a much higher ratio • The idea that the yirtmil fulcrum is nearer the compressed side in cast iron ihaa in wood, when the pieces are similarly strained, is at best an na- aenion without a proof, either from theory or experience. And at the time oar author wrote, the resistance of cast iron to compression was greatly uvemtad. See Esaay on Cast Iron, Art, 63. ^^ t On^ry's Mechanics, Vol. I. Art. A. 190. ^^L% Banks on Power of Machines, &c., p. 94. d5S ON THE FRAMING OF MILL-WORK. [eSSAT TU. ratio than strength, viz,, as the cube of the depth •• For example, if we double the depth of a beam, we increase its stress only 4 times, whereas we increase its stiffness 8 times. (See Essay II, on the Shafts of Mills.) 457- For these reasons, the advantage is evident of making cast iron framing in thin broad plates, at right an- gles to one another, instead of imitating the solid forms of wooden framing. This practice is called by millwrights feathering. The plate is sometimes on one side, as repre sented in Fig. 15, and sometimes its section is like the letter t, see Fig. 14, the whole being one solid mass. The common practice in making cast iron framing now, is to imitate wooden framing, which has been found from experience sufficiently strong in giving the same breadth and depth of the several pieces at their point of greatest stress. Thus, suppose Fig. 16 to be the section of the timber at the place of greatest stress, the section of the cast iron is made like Fig. 17» or like Fig. 18 ; advantage is also taken of the nature of the material, to give it a breadth varying in proportion to the stress. This variation in shape is not always in practice judiciously done ; by at- tending to what is said in Essay II., Chap. IV., the mill- wright, it is hoped, will be better enabled to proportion the parts to the stress they have to sustain t. In addition to what is said respecting the making of patterns, in Essay I. on the Teeth of Wheels, Buchanan says it is a good practice to give the patterns a thin coat of oil paint ; as, while it preserves the pattern, the paint makes it rise more freely out of the sand. * Young's Nat. Phil. Vol. ii. Art. 333. t The most advantageous forms for different purposes have heen con- sidered in the Practical Essay on Cast Iron^ Sect. III. and IV., where ex- tensive tables of the strength and stiffness of cast iron will be found, which may frequently save the millwright much trouble in calculation ; for he cannot always have examples of the same construction to refer to, either executed in wood or iron. ESSAY Vll.] ON THE FRAMING OF MILL-WORK. 353 458. To give an instance of this variation of form in the framing of mill-work, bridges of wood for sustaining the shafts are usually made as represented in Fig. 19, those of cast iron as shewn in Fig. 20. 4s59. In cast iron framing, advantage is also taken of the properties of the hollow cylinder, of the economical ilication of which form in nature we have so many beau- tiful examples. (See Essay II.) 460. A headstock of cast iron for a water-wheel is re- presented in Fig. 21, Plate XIX. 461. Various modes are used of suspentling shafts from a ceiling. Fig. 22 represents a construction in very general practice. 462. Fig. 23 represents the cast-iron framing of a flour mill having three pair of mUl-stones, and to Fig. 24', a ma- chine used in bleaching, called Squeezers. After the process of washing by the dash-whoel, the iter is compressed from the cloth by means of this ma- Kfiluni ■ So Squeezers consist of a pair of wooden rollers, which, in mo\Tng, draw the cloth through between them. The lower roller receives its motion from a mill, and the uppermost is pressed down upon it by means of levers. Till of late these rollers were fixed in strong wooden frames ; hut the framing is now generally made of cast iron, which makes a neater and more durable piece of work. A represents the lower roller, b the upper roller, c D a lever which presses upon the brass of the upper roller, e f another lever to increase the power connected with cd. The extremity of f is kept down by a pin j in some cases a ht is used in place of the pin. ESSAY VIII. GEOMETRICAL AND PBACTICAL METHODS lOK rataaic thb CENTRES OF GRAVITY OF MILL WHEELS; ILLU8TRATXD BT BZAMPLBS, IN WHICH TWQ, THREE, AND FOUR WHEELS COMPRISE THE SYSTEM UPON ONE AND THE SAME SHAFT. 463. There is one branch of mechanical science which belongs essentiallj to mill-work that must be here added to these Essays of Buchanan. We allude to Methods of finding the Centre of Gravity of two or more bodies con- nected together by straight inflexible rods passing through their respective centres- Suppose A and B to be two bodies connected together by Fig. 1. Q o the straight inflexible bar a b passing through their centres, and it were required to find the centre of gravity of those bodies. At the points a and b, Fig. 2, we should erect the per- FiG. 2. ESSAY VIII.] CENTRES OF GRAVITY OF MILL WHEELS. 355 pendiculars a c and b d of any convenient length, and through c draw CD parallel to ab ; then we should produce ac to f, Fig. 3, and make c e to ef as the body b is to the body a. Then joining fd, and through e drawing eh parallel to fd, and Fig. 3. firom H dropping the perpendicular h g, the point g would indicate the centre of gravity of the two bodies a and b ; for A : B :: bg : ag hence equating the products of the extreme and mean terms A. AG 3sB.bg From which we infer, that when two bodies connected to- gether by a straight inflexible bar, are in equilibrio, the products of their masses multiplied by their respective dis- tanceSy are equal Let a = the mass of a b ss the mass of b d ss the distance ag S = the distance bg and D = the distance ab Then according to the foregoing proportion, ad ^ bSi but S = i} ^ d consequently, ad^hi} -^ hd\ and d = J , j> : also 8 = — —r- 356 ON THE CENTRES OF GRAVITY [[sSftAT Vm. Consequently, the places of the centre of gravity is known in terms of the masses, and the distance between their re- spective centres. Hence the following practical role : 464. Multiph/ either body hy the whole distance be- tween their centres ; divide the prodtLct hy the sum of the bodies ; the quotient will be the distance from the centre of gravity of that body opposite to the one by which the whole distance is multiplied. Example. Let the two bodies be respectively 4 and 7 cwt. ; and their distance asunder 24 feet. Fio. 4. B H A G \ O 7 * 7 X 24 Then we have a = 4, J = 7> and d = 24, or -7 — — = 168 -r-r = 15^ feet, being the distance of the centre of gravity from the body a. 4 X 24 96 Also -^ ry' = 11'^ ^^ ^*^^*' being the distance of the centre of gravity from the body b. 465. The example supposes the connecting rod to be void of weight ; but in mechanics this is never the case. The same law must obtain, with respect to the portions of the connecting rod, that we saw existing in the mass of each body multiplied into its distance from the common centre of gravity. The centre of gravity of an imiform connecting bar must be at the middle of its length when that bar is prismatic or cylindrical. If ^ = mass or weight of one unit or length of the bar, then is ^-5- = eflFective energy of one portion, and ^--r = the eflFective energy of the other; and these, together with the eflFective energies of the bodies a and b referred to op- ESSAY VIlI.j posite sides of the centre of gravity, must still be in equi- librio ; hence arf +^ = AS + ^ But 8 = D - (^ and therefore by substitution we obtain (a + fi + p-D) rf = (6 + t2-) D, which being reduced ^ves the following equations rf_ (S&+;)d)d 2 (a + 6 + p rf) 2(o + i + pd)' Hence the following practical rule : 466. To twice the weight of either body, add the whole weight of the lever or connecting bar, and multiply the sum by tfie central distance ; then divide the pro- duct by twice the mass cmnpounded of the bodies and tlie bar, and ths quotient will be the distance of the centre of gravity from that body opposite to the one whose double is employed in the first step of the operation. Example 1. — The bar is 24- feet, and weighs 1 cwt., the bodies 4 and 7 cwt. respectively as before ; Then a=4; b = T; d = ^4- feet, and;) s^jcwt. .■. d = (a X 7 + Vt X g4)Q4 15 X 24 360 2 (♦ + 7 + A X 24) ~ 2 (4 + 7 + 1) ~ 24 ~ ^^ ^^ being the distance of the centre of gravity from a, and therefore 24 — 15 = 9 feet, the distance of b from the centre of gravity; for 9 + 15 = 24 feet. Example 2. — Let the bar be of cast iron, 42 feet long and 252 lbs. weight; the bodies at its extremities weighing 13440 and 17920 Iba. respectively. It will be found by calculation that a = 13440 and b = 17920, are respectively 23-ifH feet, and ISrlir feet from the common centre of gravity of the bodies. 467. When three bodies connected together by a straight S5S an the csbtbbs or gkayitt [essay vui. mfleiible bar, are in eqoililHio^ die product of one body nmltqdied hj its distance from the ccmimon centre of gra- vis of the STSleBy is equal to the product which arises when the smn of the other two bodies is multiplied by the distance hetmeai their common centre, and that to irhidi the whole system is referred*. If a = mass of the body a ; b == mass of the hoAj b; l> = mass of |> concentrated in |> ; d = distance between a and b ; fi = distance between a and/i, and X = A H the distance between a and the common c^itre H. Fio. 5. ' 1 Then if h fiJls between a and />» pH := 8 — :r, and hb = rf — x; but if the common centre falls between b sndp, we have pn = or — S, and bh ^ d -- x\ and in either case we have (a + 6 + p)x =^ bd -h p8 (bd +jpS) or JT = (a + 6 + jo) 468. The practical rule is the following : Multiply each of the bodies b and p by the respective distances from a ; then divide the sum of the products hy the aggregate of the three masses for the distance of the centre of gravity from the first body a, to which the dis- tance of the other bodies b and p are referred. Example. — ^Let the bodies be 1 5, 20, 25 tons respeo tively ; and their distance 12 and 16 feet from each other; then it will be found that ftc? = 700; pS = 240; mdbd -{-pS = 940 * Dr. Jaoiiesons Mechanics for Practical Men. Loodoiiy 1837, Svo. BSAT viir.3 OF MILL WHEELS. 359 but (a + b + p) = GO; therefore z is distant from a by -qq = 15f feet ; x — S = 3f = the distance of j: fromp ; 1 d — j: = 12^ feet = distance from b : that is to say ; AH = 15§ feet, or the distance of a from h pu = 3f feet, or the distance o( p firom h and BH = 12J feet, or the distance of b from h. Hence ah + hb = 15| + 12^ = 28 = l6 + 12 feet. 469- These results Dr. Jamieson verifies by the follow- ing construction in his "Mechanics^ Practical Men."' Fia. 6, Draw the straight line ab, and from a scale of equal "parts make Ap = 12 and ps = l6 feet j through the point B draw the straight line bf in any direction with respect to AB ; make be = 20, and ef = 25, the numbers which re- spectively express the magnitudes of the bodies ^> and b acting on the straight line a b, at the points p and b ; join rp, and through the point e draw eg parallel to Fp, which produce to c, and makcGD = 15, the number which cx- iresses the magnitude of the body a acting at a, and make be = 45, the number = sum of p and b acting at g : join * Article, Centre of Gmvitj, pp. IS, 20. 360 ON THE CENTRES OF GRAVITT []eSSAT VHI. c A, and through d draw dh parallel to c a; theA is h the place of the centre of gravity of the three forces Oy p^ and hy acting at the points a, p^ and b of the har ab ; and ah, pay and b h, their respective distances, which if measured from the scale will be found equal to 15f, 3f, and IS^ feet respectively. Workmen may be informed, that in constructions of this kind it is not necessary to take the numbers which express the magnitudes of the bodies from the same scale as those which express their relative distances ; for since they are magnitudes dissimilar to one another, they cannot be com- pared ; consequently the ratio or proportion of the numbers is all that we require : all the magnitudes of the same kind must however be taken from the same scale. This remark is made because some of the foregoing numbers express weight, others lineal measure ; in setting off their relations we used the same scale for all ; but this is not necessary. 470. The cases of utility consistent with this theorem are only three ; viz. 1. When p is less than a + 6, but such that a -h j» is greater than 6, and h + p greater than a j 2. When p is equal to a + 6 ; 3. When p is greater than a + J. The equation of equilibrium is the following, which we borrow from the " Mechanics for Practical Men." d The following examples are given to show persons un- acquainted with algebra how they may apply the principle now before them. Example 1. — At the extremities of an iron shaft 22 feet long are fixed two wheels, a and 6, respectively 2 and 2^ cwt. ; and somewhere between these another wheel, />, is fixed, 1^ cwt ; at what distance from each of the ex- I ESSAY VIIJ.3 OF MILL WHEELS. 361 treme wheels must the intermediate one be fixed, so tliat the whole weight may come upon the middle of the shaft, I when it is supported by a transverse bearer h ? I Here a = Q; p = 1'5; b = 2*5, and rf = 22 teat, sup- posed to be the distance between the centres of the extreme wheels ; then since the shaft is supported on its gudgeons ■at the extremities, and on the journal at the transverse bearer, we may consider it as having no effect upon the sys- tem of wheels as regards the place of the centre of gravity ; therefore by substituting the above numbers in the fore- going equation, we have ^^ (2 + 1-5 ~ 2-5} = ?? X 1 = 74 feet : X 1-5^ \ 3 '3 ' being the distance of the lighter wheel a from p ; but the middle of the shaft is 1 1 feet from a or i ; therefore we have 11 — 7^ = 3| for the distance of;* from the journal ; id 11 + 3| = Hf for its distance from the greater 'heel b, 4'71. When the distance is known or limited by situa- tion, as in practice frequently happens to be the case, the gpB 'Here wo have given, as is plain from the terms on the right I equation becomes Here wo have give: 36S ON -THE CBNTRES OF OEATITT [» hand ride of the equation, the magnitudee of the three bodies a, p and h, acting in the same straight line, and the distance between the middle body p, and the first extreme a ; and we are required to find d, the distance between the extreme bodies a and b, and that the common centre of gravity, or the centre of the system shall fall at the middle of that distance. 473. Suppose then for illostration of the case we take the following Example. — The shaft of a mill-wheel has to sustain three wheels of the weights of % 11, and 3 cwts. ; what must be the length of the shaft from centre to centre of the ex- treme wheels, in order that a transverse girder placed at the middle of its length shall release the gudgeons from the pressure and sustain the system at rest, the distance between the first extreme and the intermediate wheels being 12 feeL Here we have ^ven by the question, a = 2, f> = 7, i = 3, and S = 12; then writing these numbers for their con- stituents in the equation, we have 2 X 7 X 12 168 rf = , = 28 feet. 1+7- 3 " for the distance between centre and centre of the extreme KS8AT VIII.j OF MILL WRBBLS. 363 = 4-8 feet. wheels a and h ; consequently the place we must assign as the common centre of gravity is It feet from either ex- :^me end, and 2 feet from the place of p the intermediate |rheeL I 473. To verify this result, we may compute the place of > common centre of gravity of the two wheels p and h by iie first problem, in which case we have 16x3 7 + 3 ' s the distance from p, consequently the distance between the centre of the system and that of the two bodies p and b is 4*8 — 2 = 2*8 feet ; then reasoning by the previous tustration, we have 14a = 2-8 (p + b), that is 14 X 2 = 2-8 X 10 = 28, as before. r, to numerous machinists who are masters of algebra, if I put X = the distance of each extreme wheel from the centre of the shaft, then 2 j: = the whole length of the shaft, and jr — 12 = the distance of the intermediate Iieel ; hence 2x + (_x -IQ) x7 = 3x or 7.r - 84 = X ; 1. e. 6 .r = 84 ; jrefore x = 14, and 14 x 2 = 28 as before. 474. When the weight of the axle of the wheels is given, we may adopt 7c to express that element. Then, if the bar be of uniform shape and density, the centre of gravity of each segment made by the centre of the system, will occur at the middle of its length, and the weight of the segment ^^riil be expressed by wx, and iv (d — x) respectively. The ^BpTective strength of the energies is then ^f 4 tci-*, and ^ w (d—x)\ consequently in the case of an equilibrium, we shall have ax -\- p (J'-S) + ^wx^ = b (rf-.r) + ^ w (d-x)*, + 4 M^r" = b (d-x) + p (S-.r) + ^w (rf-.r)*; 364 ON THE CENTRES OF GRAVITY. [eSSAY IU. but in either case, when the equations are properly re- duced, we 6nd generally that ^_(g& + w d)d + gpg 2(a + i+j> + «!(/)' The following practical example will bring this compli- cated equation into a readable form, better than could be 1 by a rule. FiQ. 9. Example. — A cast iron shaft, 4 inches square, and 3Q feet long between gudgeon and gudgeon, is required to sustain three wheels, whose weights are 4, 7, and 6 cwt. respect- ively, placed at the distance of 14 and 33 feet from each other. At what point of the shait must an iipright be placed to remove the pressure entirely from the gudgeon^ and balance the shaft with all its apparatus. Here we have given the wheels a = 4, j) n 7, and ft b 6, and the shaft d = 36, also S = 14. Writii^ then numbers for their correspondent symbols in the finregonig equation, we shall have (g X 6 + 36 «?) 36 + g X 7 X 14 ^' 2 (4 + 6+7+36 w) ' Now since the material of which the shaft it nuidB 3| cast iron, the weight of 1 foot in length, or the value of w is 4 X 4 X 3'2 = dl*3lb6.*; conseqaently, by substi- * THe wd^t of a bar of cast iron one inidi aqona and 1 2 inches loug, ia 3-S Iba., the mnldpUer nnd m the qoeitton. ESSAY VIll.] OF MILL WHEELS. toting 51-2 instead of w in the foregoing value of x, we shall obtain .(^ 36 -51-2) X 36 + g X 7 . 2(4 + 6 + 7+ 36 X 51-«) 18 feet very nearly. Therefore, the place of the support is at 18 feet from each of the extreme wheels, and 4 feet from the inter- I'lnediate one ; but if the weight of the shaft had not been ken into the estimate, we should have had x = 18 -j^- hence the effect which this element produces is, to ice the support ^ of a foot, or very nearly 6 inches more B way than the other, a quantity which in large construc- ttiB may be disregarded. But it was necessary to shew gtiiat we ahould not consider the axle void of weight in our * calculations, especially where their accuracy may be tested by other persons who would not allow this element to be thrown out of the equation of equilibrium. H Of the centre of gravity of Jour or more bodies situated H in the same right line. ^^ 475. This is but an extension of the previous case : in- ^^eed the law of continuation is so obvious, that we shall make one example suffice for its illustration ; but to make the way smooth, let a, p, n, b, represent the four bodies I taken in order, from a the first, to b the last. ¥ i-+-i F Let i denote the distance from « to 7^, and S^the dis- tance from « to n, and d the distance from a to i. Also X denote the distance from a to the place of the com. centre of the whole mass. If then the bodies a and p are on one side of the com- mon centre, while the other two bodies » and b are situate the other side of that centre, we shall have x ; (.r — t) ; tanci ^niion _4ai the other side 01 t 366 ON THE CENTRES OF GRAVITY |^£88AT TID. (fi' — or), and (^d — x) for the respectiye distances of Ad bodies from the centre of gravity ; consequently, by the principle ah*eady indicated, we have a ^ + p (^ — S) = n (8^ — or) -f 6 (rf — x) ; which by transposition and division gives ^a + p + n+6'' And we may write this equation thus, for the benefit of such readers as may require its meaning in words at length. 476. Rule. — Multiply the magnitude or density of each body by its respective distance from the beginning of the system^ and divide the sum of the products by the sum of the bodies for the distance of the centre of gravity sought. Example. — Four bodies connected by a straight inflex- ible bar, have their weights respectively, 18, 26, 12, and 30 cwt. ; and their distances from each other are. From a to |7, I7 feet, a to 71, 23 ditto, a to i, 40 ditto. At what point in the length of the bar shall the common centre of gravity be marked ? Here we have given a = 18; 71 = 12; S = 17; , ^ ^ = 26; 6 = 30; S' = 23 ; ^^^ ^ = ^' Let these values of the elements of the system be sub- stituted in lieu of the symbols in the foregoing equation, and it reads r = ^^ X 17 + 12 X 23 -h 30 X 40 _ ^^ ^ 18+26 + 12+3 ^"^ feet from a\ 5*3 feet from p ; iV from n ; and I77 from b. 477. We shall now exhibit the principle of continuation BSSAT Vni.3 OF MILL WHEELS. S67 by a geometrical construction, in which the reader may trace with great facility the combinations involved in the equation we have just worked out for him. Let A B be a straight line passing through the centres of the four bodies, a, p, n, b. Fig. 10. Make a b = 40 feet, taken from a scale of equal parts. On the straight line a b set off Ap and a n equal respect- ively to 17 and 23 feet, taken from the same scale as ab. Then are the points a, p, n, and b, the positions of the four bodies, the weights of which constitute the elements of the question, and whose common centre of gravity we shall now trace by completing the construction of the dia- gram. Through the point b draw the straight line b f in any direction at pleasure ; make b e proportional to the weight of the body n, and ef to that of the body b ; join fti ; and through the point e draw eg parallel to rn ; then is the point G the common centre of gravity of the bodies b and 71. Next produce e g to c, making g d proportional to the weight of the body p, and do = bf, or proportional to the sum of the bodies 6 and n i join cpf and through the bb2 368 ON THE CENTBES OF GRAVITY [bSSAT TQI. pdnt D, draw oh parallel to c^. Then is the prant a the common centre of gravity of the three hodies, p, n, b. Finally, produce dh to the point e, making hi pn^- tional to the weight of the body a, and ik equal to go, cr proportional to the sum of the bodies p^ n, and b ; ysa KA, and through the point i, draw ix parallel to ka \ thai shaU the point x on the line ab be the common centre of gravity sought'. For we have bf = n + 6-; an = d — fij ep = &} , i (rf - 8) + B (y - 8). ^, n + 6 * _ hd+pt + ng. n + ;» + 6 ' Ki =p + n + 6; and hx = \ t-E — '*" "1 an eqiia- ( o +;» + n + b i tion which is identical with that from which we demosD- strated the example, and which we shall now turn to ac- count in the solution of another bearing immediately on the subject of this essay, and with which also it is our in- tentioD to bring it to a close. p + M + 6 ; g;> = + P + n + 6; as n + i: HK Example. — Four cast iron wheels, the weights of which are respectively -t, 5, 6, and 7 cwts., are fixed upon a shaft at the scraral distances of 8, 10, and 12 feet apart, taken * In Dr. Jainiesoii's " Mecluuiin for Practic*] Men,' there ia ta elc«u>t dratoiutntian of thii coattnictiou. ESSAY VIII.] OF MILL WHEELS. 869 in order ; then, if the shaft have no influence upon its po- sition, what is the distance of each wheel from the common centre of gravity of the system ? There are here supplied by the question, seven terms of its elements, and the eighth is to be found thus, agreeably to the foregoing equation ; viz., a = 4;jE> = 5;n = 6;6 = 7;S = 8;8' = 18; and d ^ SO; hence, if we substitute these numerical values for their corresponding symbols, we shall have ^ 5x8+6x18+7x80 ,^, X = = lO Ti 4 + 5+7 feet from the body a; 8i^ fi^m p^ li\- from n; and 18A fi^ni 6. The numerical operation deducible from the geometrical construction, furnishes three elegant proportions. For by gunilar triangles, beg and BPn, we have BF : Bn : : EF : no ; that is (n + b) : (d - O : : 6 : no = *IfLl^; which arithmetically becomes 6 + 7 : 80 - 18 : : 7 : MG = ?| = 6-|. Again, in the similar triangles hdg and pcG, we have GC : Gj) : : DC : pH ; that is (p + n + b) : — i^ ^ r^^ -^ : : » + ft : oh ^^ ^ n + ft ^ p -h n -{• b arithmetically is written 5 + 6 + 7 : ^ + (18 - 8) : : 6 + 7 :i>H =^ = ll| Finally, in the similar triangles hio; and hka, we have the following proportion, 370 ON THE CENTRES OF ORAVITT f ESSAY Vm. HK : HA : : Ki : Ax; that is, (a + p + n + 6 : fifL±-£l±^l : : (« + n + 6) : a j; I /> + » + 6 J which by equating the product of the extremes and means gives the elegant equation that preceded the example, and which arithmetically is written out thus : (4 + 5 + 6 + 7) : (^ + 8) : : (5 + 6 + 7) : ax = ^; consequently by division the fraction becomes ax = 16^ feet, the same as before. 478. Thus we have traced fit)m principles of the greatest sunplicity the theory of the common centre of gravity for so much of null- work as has reference to systems of wheels arming the same axle. We shall close this article by re- marking in reference to bevel gear, that 1. The centre of gravity of the surface of a cone is the same as the centre of gravity of its triangular section. And the centre of gravity of a right cone is situated at f ths of the axis from the vertex : or ^th from the base of the cone. The same holds good of any pyramid whose base is a polygon. 2. The centre of gravity of the surface of a conic frus- tum is the same as the centre of gravity of the trapezoid formed by a plane passing along the axis. And the centre of gravity of the conic frustum, when its height and the diameters of the two ends are given, is detemuned by the following equation, Where h is the height of the conic frustum ; r is the radius of the less end ; r the radius of the greater ; and S represents the distance of the centre from the less end. The practical rule is this : I ESSAY Vltl.] OF MILL WHEELS. 371 Tq the gum of the sfjxiares of the rndii of the two ends add their product, then multiply the sum by 4, aiid reserve the result for a divisor. To three times the square of the radius of the greater , add the square of the radius of the less end, toge- • with twice tfie product of the radii, and multiply %^ sum hy the height of the frustum for a diimlend. Tlien, divide the dividend by the reserved divisor, and the quotient will express the distance between the centre of magnitude of the less end, nnd tlie centre of gravity qftlie istwn. S. The centre of granty of the surface of a cylinder is the same as the centre of gravity of the parallelograni made hy the plane passing through the axis. _ 4. The distance of the centre of gravity of a circular ^birc from the centre of the circle is a fourth proportional to ^nhe length of the are, the radius of the circle, and the Htdiord of the arc. ^1 5. The ordinate of a common parabola is a mean pro- portional between the abscissa and the parameter of the axis ; and the position of the centre of gravity is in the axis of the figure, and at the distance of three fifths of the jscisaa from the vertex. y 6. The centre of gravity of any semiparabola occurs in ke ordinate of the axis, passing through the centre of gra- Hty of the whole parabola, 7. The distance between the vertex and the centre of gravity of a parabolic conoid, is equal to two thirds of the axis. ^B There are several other figures that occur in mill-work, |Bint the discussion we have entered into has spun out much ^twyond the limit we had assigned to it, and we are there- fore compelled to refer the reader to other treatises, which Ipter into the composition, revolution, and properties of 372 CENTRES OF ORAVITY OF MILL WHEELS. [»S8AT YUI. bodies in motioiiy for all such matter as should be known to complete the education of a sound millwright. 479- The tables of squares and cubes which are annexed will be acceptable, as also the square roots and cube roots of all numbers from 1 to 1000, which have been taken from Hutton's ** Course of Mathematics,'' and will be found very useful on many occasions. ■ ■ 373 Squ»e. Cube. SquueRoot. CubeRooL 1 1 1 I -0000000 1-000000 2 4 8 1-4 14-2 136 1-259921 3 » 27 1-7320508 1-442250 4 10 61 20000000 1-687401 & 25 125 2-2360680 1-709976 0 36 216 2 '4404897 i81712l 7 49 343 2" 64575 13 1-012931 8 64 512 2-8284271 2-000000 S 81 729 3'0000000 2-080084 10 100 1000 31622777 2-154435 It 121 1331 3-3166248 2-223080 12 144 172)1 3-4641016 2-289428 13 169 2197 36065513 2-36 1336 14 196 2744 3-7416574 2-410142 16 225 3375 36729833 2-466212 16 256 4096 4-0000000 2-619842 17 289 4913 41231050 2-571282 16 324 6832 4-2426407 2-620741 19 361 6659 4-3688989 2-668402 20 400 8000 4-4721360 2-714418 ■ 21 441 B2BI 4-682.5757 2-738923 ■ 22 484 10(M» 4-6004158 2-802039 ■ 23 629 12167 4-7958315 2843867 34 576 13824 4-8989705 2-884490 2S 625 15625 50000000 2-024018 26 676 17576 5-09B0195 2-962496 ' 27 729 19683 5-1961624 3-000000 n 28 784 21952 5-2915026 3-036580 ■ 29 841 24389 6-3851648 3-072317 ■ 30 900 27000 6-4772256 3-107232 ■ 31 061 29791 5-6677644 3-141381 ■ 32 1024 32768 6-6568642 3174802 ■ 33 1089 33037 6-7445626 3-207534 ■ 34 1156 39304 6-8309519 3-239612 n 35 1225 42875 5-9160798 3-271066 36 1296 46656 6-0000000 3-301927 37 1369 50653 60827625 3-332222 1 38 1444 54872 6-1614140 3-361975 ^ 39 1521 69319 6-2449980 3-391211 ■ 40 1600 64000 6-3245&53 3-419062 ■ 41 1681 08021 6-4031242 3-448217 ■ 43 1764 74088 6-4807407 3-476027 ■ 43 1840 70507 6-55743a5 3-503398 ■ 44 1936 85184 6-6332490 3-530348 f 4S 2026 81 125 6-7082039 3-55-9720e2 ^^^H 214 45790 0800344 14-6-287308 6-081426 215 46225 9038375 14-6628783 6-090727 ^^^H 2ia 46656 J 0077696 14-6960385 6-000000 ^^^H 217 47089 102I8313 14-7300109 6000244 V 218 47524 10360232 14-7648231 6-018463 219 47961 10503459 14-7986486 6027660 1 220 40400 10648000 14-8323070 0-036811 ^^^J 221 48841 10793861 14-8660687 a-045943 ^^^^1 222 49284 10041048 14-8996644 6055048 ^^H 223 49729 110B9567 14'9331845 6-064120 50176 11230424 14-9066295 6-073177 ^^1 ^B£- 50625 11300625 15-0000000 6 082201 ^^B 51076 11543176 150332064 6081100 ^^^^1 ■Ip 51529 11607083 16-(I665102 6-100170 ^^^^1 mf ai9B4 11852352 150096680 6100115 ^^^^1 22S 62441 12008989 151327460 6-118032 ^^^^1 230 52900 12167000 16- 1657609 0-126025 ^^^^1 231 68361 123263JI1 15- 1986842 6-135702 ^^^^M 232 53824 12487168 15-2315462 6-144634 ^^^^M 233 54288 12640337 152643375 6-153448 ^^^^H 234 64756 12812904 16-2970686 6-162-239 ^^^^H 236 56226 12977875 16-3297007 6- 17 1005 ^^^^H 238 65696 13144256 16-3622015 6-170747 237 66160 13312053 15-3048043 6-1B8463 ^^^^1 238 66644 13481272 15-4272486 6-107164 ^^^^1 238 67121 13651010 16-4596248 6-205H2i ^^^^H 240 67600 13824000 16-4910331 6214464 ^^^^1 241 58081 ] 3997621 16-5241747 6-223084 ^^^^1 242 58564 14172488 16-5563492 6231 678 ^^^^M 243 59049 14348007 I5'5884673 6240261 ^^^^M 244 59536 14526784 15-6204094 0248800 245 60026 14706125 15-0524768 6257a24 ^^^^M 246 60516 14»8«036 150843871 6265826 ^^^^M 247 61000 16060223 16-7162336 6-274304 ^^^^M 248 61504 15252092 15-7480167 6282760 ^^^H 24U 62001 16438240 15-7797338 6-291194 ^^^H 260 62600 15625000 15-8113883 6-200004 ^^^H 251 «3001 15813261 15-8420705 0-3y7O02 ^^^H 252 63504 16003008 15-8745079 6316359 ^^^H 2sa »1009 16194277 16-9060737 6-324704 ^^^H 264 6461S 16387064 16-0373775 6-333()25 ^^^H 26S 65025 16581375 15-9687194 C-341325 1 J 378 Nimbar. Square. Cube. SqpiareBoor. Cube Root 256 65636 16777216 ^■[;ci i i 1 1 K^^ 6*349002 267 66049 16974593 16-0312196 6-357858 268 66564 17173612 16-0623784 6-366086 258 67081 17373979 16H)934769 6-374310 200 67600 17676000 16-1246166 6-382604 2ei 68121 17779681 16-1664944 6-300676 262 68644 17984728 16-1864141 6-388827 263 69169 18191447 16-2172747 6-406858 264 69696 18399744 16-2480768 6-416068 265 70225 18609625 16-2788206 6-423167 266 70766 18821096 16-3095064 6-431226 267 71289 19034163 16-3401346 6-438276 268 71824 19248832 16*3707066 6-447306 269 72361 19465109 16*4012196 6-456314 270 72900 19683000 16*4316767 6*463304 271 73441 19902611 16-4620776 6-471274 272 73964 20123648 16*4924226 6-478224 273 74529 20846417 16*62*27116 6-487163 274 75076 20670824 16*6529464 6-486064 276 75625 20796876 16*5831240 6-602956 276 76176 21024576 16-6132477 6*610828 277 76729 21263933 16*6433170 6-618684 278 77284 21484952 16*6733320 6-626518 279 77841 21717639 16*7032931 6-634336 280 78400 21962000 16*7332006 6-642132 281 78961 22188041 16*7630546 6-548811 282 79524 22425768 16*7928556 6-557672 283 80089 22665187 16-8226038 6-565415 284 80656 22906304 16-8522995 6-573139 285 81225 23149125 16*8819430 6-580844 286 81796 23393656 16*9115345 6-588531 287 82369 23639903 16-9410743 6-596202 288 82944 23887872 16-9705627 6*603854 289 83521 24137569 17-0000000 6*611488 290 84100 24389000 17-0293864 6*619106 291 84681 24642171 17-0587221 6-626705 292 85264 24897088 170880075 6-634287 293 85849 25153757 171172428 6-641851 294 86436 25412184 171464282 6-649399 295 87025 25672375 171755640 6-656930 296 87616 25934336 17-2046505 6*664443 297 88209 26198073 17-2336879 6671940 298 88804 26463592 17-2626765 6-679419 299 89401 26730899 17-2916165 6-686882 300 90000 27000000 17-3205081 6-6943*28 301 90601 27270901 17-3493516 6-701759 302 91204 27543608 17-3781472 6-709172 303 91809 27818127 17-4068952 6-716569 304 92416 28094464 17-4355958 0-723950 305 93025 28372625 17-4642492 6-731316 306 93636 28652616 17-4928557 6-738665 p ■ 379 ^ ^ Number. Sqoaie. Cube- Squnre Root. Cube Root ■ 307 04249 28934443 17-5214155 0-745097 303 948e4 29218 112 17-5400288 0-733313 ^^^H 800 05481 29503629 17-5783958 6-760014 ^^^H 310 08100 29791000 17-6068169 6-767809 ^^^H 311 06721 30080231 17-6351921 6-77316B 312 97344 30371328 17-6(135217 6-782422 ^^^1 313 07909 30664297 17-6018000 6-789661 ^^H 314 0(1596 30959144 17-7200451 6-796884 31S 99225 31265875 17-7482393 6-804091 ^^^H 818 09856 31564406 17-7763888 6-811284 ^^^H 317 100489 31855013 17-8044038 6-818461 ^^^^1 31U 10U24 32157432 17-8325545 6-825624 ^^^^M 31» 101761 32461750 17-8003711 6-832771 ^^^^M 320 102400 32768000 17-8885438 6-8:W903 ^^^^1 321 103041 33076101 17-9164729 6-847021 ^^^^1 322 1036B4 83380248 17-9443584 6-854124 323 104329 33008267 17-9722008 6-861 211 ^^^^H 324 104976 34012224 18-0000000 0-868286 ^^^^H 32d 103626 34328125 18-0277564 6-876343 ^^^^H 820 106276 34045976 18-0554701 6-882388 ^^^^H 327 100029 34005783 18-0831413 6-889419 ^^^^1 326 107584 36287552 18-1107703 6-800435 ^^^^1 32» 108241 36611289 18-1383571 6-903436 330 108900 35037000 )8-I659021 6-910423 ^^^H 331 109561 36264091 181934054 6-917396 332 110224 365943(i8 18-2208672 6-924355 ^^^^1 333 110889 36026037 18-2482870 6-931300 ^^^^1 334 111550 37250704 18-2756669 0036232 ^^^^1 33& 112225 37596375 18-3030052 0045149 ^^^^1 336 112896 37933036 18-3303028 6-952063 ^^^^1 887 113569 38272753 18-3673598 6-958943 ^^^^1 336 114244 38014472 18-3847703 6-965819 ^^^H 33B 114921 3H968219 18-4 11 96-20 6-972682 340 115600 39304000 18-4390889 6-079532 ^^^H 341 116281 30661821 18-4661853 6-986300 ^^^^1 342 116964 40001088 18-4032420 6-993191 ^^^^H 843 117649 40333607 18-6202592 7-000000 ^^^^H 344 118336 40707584 1 8-547-2370 7-006706 ^^^^H 346 119025 41063625 18-6741756 7-013570 ^^^^H 346 110716 41421736 18-6010752 7-020349 ^^^^1 at7 120409 41781923 18-0270360 7-027106 ^^^^1 348 12 1104 42144102 18-6547581 7-033850 ^^^^1 349 121801 42508349 18-8815417 7-040581 3-^0 122600 42875000 18-7082860 7-047208 ^^^H 351 123201 43243561 18-7340040 7-054003 352 123904 43614208 18-7616630 7-060606 ^^^^H 353 124609 43986077 18-788-2942 7-067376 ^^^^H 354 125316 44361804 18-8148877 7-074O43 ^^^^H 355 126025 44738875 18-8414437 7-080698 ^^^^H 35« 126730 46118010 18-8670023 7-087341 ^^^^H 367 127449 46490203 7-093070 1 M 380 Nuniber. Square. Cube. Square Root Cube Root. a58 128164 45882712 18-9208870 7-100588 359 128881 46268279 18-0472063 7-107198 360 120600 46656000 18-0736660 7-118786 361 130321 47045881 10-0000000 7*120867 362 131044 47437928 10-0262076 7'128885 363 131769 47832147 10-0626680 7-138402 364 132496 48228544 10-0787840 7-140087 365 133225 48627125 10-1040732 7-146660 366 133956 49027896 10-1311266 7*168000 367 134689 49430863 10-1672441 7-168609 368 135424 49836032 10-1833261 7-166095 369 136161 50243409 10-2003727 7-172680 370 136900 60653000 10*2353841 7-179064 371 137641 51064811 10-2613603 7-186516 372 138384 51478848 10-2873016 7-191966 373 139129 51895117 10-3132070 7-108405 374 139876 52313624 10-3390796 7-204882 375 140625 52734375 10-3640167 7-211247 376 141376 53157376 10-3907194 7-217652 377 142129 63582633 10*4164878 7-224045 378 142884 64010152 10-4422221 7-280427 379 143641 64439939 10-4679223 7-236797 380 144400 64872000 19-4935887 7-248156 381 145161 65306341 19-6102213 7-249504 382 145924 66742968 10-6448203 7-266841 383 146689 66181887 10-6703868 7-262167 384 147456 56623104 10-5959179 7-268482 385 148225 57066625 19-6214169 7*274786 386 148996 57512^156 19-6468827 7-281079 387 149769 57960603 19-67-23156 7-287362 388 150544 58411072 19-6977156 7-293688 389 151321 58863869 19-7230829 7-209893 390 152100 59319000 19-7484177 7-306148 391 152881 59776471 19-7737199 7-312388 392 153664 60236288 19-7989899 7-31B611 393 154449 60698457 19*824-2276 7-324829 394 155236 61162984 19-8494332 7-331087 395 156025 61629875 19-8746069 7-387284 396 156816 62099136 19-8997487 7-848420 397 157009 62570773 19-9248688 7-349606 398 158404 6:)044792 19-9499373 7-365702 399 159201 63521199 19-9749844 7-361017 400 160000 64000000 20-0000000 7-868068 401 160801 64481201 20*0249844 7-374188 402 161604 64964808 20-0499377 7-380822 403 162409 65450827 20-0748690 7-886487 404 163216 65939264 20*0997612 7:802542 405 164025 66430125 20-1246118 7-888686 406 164836 06923416 20-1494417 7-404720 407 165649 67419143 20*1742410 7-410794 408 166464 67917312 20-1000009 7*416869 ^^^r ^^* ^^1 timber. Squ«n>. Cube. Square RooU Cube Root k 408 167281 68417!t29 20-2237484 7-422914 ■ 410 laaioo 68921000 20-2484567 7-428958 ■ 411 108921 6942a33l 30-2731349 7-434993 ■ 412 169744 6993462B 20-2977831 7-441018 ■ 413 17066!) 70444997 20-3224014 7-447034 ■ 414 171306 70037944 20-3460899 T-453039 ■ 416 172225 71473375 20-3716488 7-460036 n 416 173060 71991296 20-3900781 7-466022 417 173889 72511713 20-4205779 7-47099J* 41B 174724 73034032 20-4450483 7-476060 419 175661 73560059 20-4694895 7-482924 420 176400 74088000 20-4939015 7-488872 441 177241 74618461 20-5182846 7-494810 422 178084 75161448 20-5126386 7-500740 423 178020 75686967 20-5660638 7-506660 424 179776 76225024 20-5912603 7-512671 ^^^^H 425 180625 76765625 20-6156281 7-518473 ^^^^H 420 181476 77308776 20-6397674 7-524365 ^^^^H 427 102329 77854403 20-6639783 7-530248 ^^ 428 183184 78402752 20-6881609 7-636122 429 184041 78963609 20-7123162 7-541086 430 184000 79507000 20-7364414 7-547M2 481 185761 80002901 20-7605396 7-653680 432 188024 80021668 20-7846097 7-660526 433 187480 81182737 20-8086520 4M 188356 81746504 20-0326067 7-571173 436 189226 82312876 20-8566636 7-576984 436 190080 82881866 20-8806130 7-582786 437 190969 83453463 20-9046460 7-588570 438 191844 84027672 20-9284495 7-594363 430 192721 84604.J19 20-0523208 7-600130 440 103600 06184000 20-9761770 7 ■606006 441 194481 86706121 21-0000000 7 611662 442 1963C4 86350888 21-0237960 7-617411 443 196249 06930307 21-0475052 7-623161 444 197136 87628384 21-0713075 7-620883 445 198025 80121125 21-0960231 7-634606 446 lOtlOlO 88716536 211187121 7-640321 447 109009 80314623 21-1423745 7-646027 448 200704 89915392 21-1660106 7-651725 449 201601 90510849 21-1806201 7-057414 460 202500 91126000 21-2132034 7-663094 451 203401 91733051 21 ■2367606 7 6607tMi 452 204304 92346408 21-2002910 7■67^430 453 205200 92959677 21-2837967 7-6>tOOB6 454 206116 93576664 21-3072758 7-«!6732 465 207025 94196375 21-3307200 7091371 450 207936 94818816 21-3541565 7 097002 467 208849 95443993 21-3775683 7-702624 M 458 209704 96071912 21 -4009340 7-708230 1 45fl 210G81 06702579 21-4242853 7-713844 1 i ^ i C C m 38@ Number. Square. Cube. Square Root Cube Root 460 211600 97336000 21-4476106 7-719442 461 212521 97972181 21*4709106 7-725082 4G2 213444 98611128 21*4941853 7-730614 463 214369 99252847 21-5174348 7-736187 464 215296 99897344 21-5406592 7-741758 465 216225 100544625 21-5638587 7-747310 466 217156 101194696 21-5870331 7-752800 467 218089 101847563 21-6101828 7-758402 468 219024 102503232 21-6333077 7-763886 469 219961 103161709 21-6564078 7-769462 470 220900 103823000 21-6794834 7-774980 471 221841 104487111 21-7025344 7-780480 472 222784 105154048 21-7255610 7-785982 473 223729 105823817 21-7485632 7-791487 474 224676 106496424 21-7715411 7-796974 476 225625 107171875 21-7944947 7-802458 476 226576 107850176 21-8174242 7-807925 477 227529 10B531333 21-8403297 7-813388 478 228484 109215352 21-8632111 7-818846 479 229441 109902239 21-8860686 7-824284 480 230400 110592000 21-9089023 7-828786 481 231361 111284641 21-9317122 7-835168 482 232324 111960168 21-9544984 7-840684 483 233289 112678587 21-9772610 7-84601^ 484 234256 113379904 22.0000000 7-851424 485 235225 114084125 220227155 7-856828 486 236196 114791256 22-0454077 7-8622-24 487 237 169 115501303 22-06807a5 7-867613 488 238144 116214272 22-0907220 7-872984 489 239121 1 16930169 22- 1133444 7-878368 490 240100 117649000 22- 1359436 7-883735 491 241081 118370771 221585198 7-889095 492 242064 1 19095488 22- 1810730 7-894446 493 243049 119823157 22-2036033 7-899791 494 244036 120553784 22-2261108 7-905129 495 245025 121287375 22-2485955 7-910460 496 240016 122023936 22-2710575 7-915784 497 247009 122763473 22-2934968 7-921100 498 248004 123505992 22-3159136 7-926408 499 249001 124251499 22-3383079 7-931710 500 250000 125000000 22-3606798 7-937005 501 251001 125751501 22-3830293 7-942293 502 252004 126506008 22-4053565 7-947573 503 253009 127263527 22-4276615 7-952847 504 254016 128024064 22-4499443 7-958114 505 255025 128787625 22-4722051 7-963374 506 256036 129554216 22-4944438 7-968627 507 257049 130323843 22-5166605 7-973873 508 258064 131096512 22-5388553 7-979112 509 259081 131872229 22-5610283 7-864344 510 260100 132651000 22-5831796 7-868668 V 383 ^^H Ifembe,. SqU«e, Cube. Square Root Cube Root. 511 2B1121 133432831 22-8053091 7-994788 612 262144 134217728 22-6274170 8-000000 &13 ■263100 135005697 22-64y5033 8005205 614 264190 135796744 22-6715681 8-0HM03 615 26J2-25 136590875 22-6036114 8-016595 6ie 266266 137388090 22-7156334 8-020779 517 267289 138188413 22-7376340 8-025057 518 268324 138991832 22-7690134 8-031120 510 260361 139798350 22-7816715 8-036293 520 270400 140608000 22-8035085 8-04 1451 521 271441 141420701 22-8254244 8040603 523 272484 142236648 22-8473103 8051748 523 273520 143056607 22-8601033 8-056886 ^^^^M 524 274576 143877824 22-8010463 8-082018 ^H 525 275625 144703126 22-9128785 8-067143 ^H 526 276076 145531576 22-9346899 8-072262 527 277729 146363183 22-0664806 8-077374 H 628 278784 147197952 22-9782606 8-082480 1 628 270841 148035889 23-0000000 8-087579 630 280000 148877000 23-0217289 8-002672 I 631 281961 140721201 230434372 8-007758 1 532 283024 160568768 23-06512&2 8-1028:K» 1 533 284089 151419437 23-0867928 8- 107912 J 534 285156 152273304 23-1084400 8-112980 ^^^H 636 286225 153130375 231300670 8118041 ^^^^1 636 287296 153900656 231516738 8123096 ^^^^1 537 288360 154854153 231732005 8-128144 ^^^^1 538 289444 165720872 231948270 8133186 ^^^^1 539 290521 150590819 23-2163736 8-138223 ^^^^1 540 201600 157464000 23-2379001 8*143253 ^^^^1 641 202G81 158340421 23-2504067 8-140276 ^^^^1 642 293764 159220088 23-2808935 8-153293 643 294849 160103007 23-3023604 8-158305 644 295936 160980184 23-3238076 8-163309 646 287025 161878625 23 345-J351 8-168309 646 288110 162771336 23-3666429 8.173302 547 209209 163667323 23-3880311 8-178209 548 300304 1 04566592 23-4093988 8-183260 640 301401 105469 J 49 23-4307490 8-188244 560 302500 166375000 23-4520788 8-193212 661 303001 167284151 23-4733892 8-198175 662 304704 lfi81!MMJ08 23-4946802 8-203131 553 305800 169H2377 23-5150520 8-208082 654 306016 170031404 23-5372046 8-213027 555 308025 170953875 23-6584380 8-217965 550 3001S6 171870616 23-5796522 8-22-2898 557 310249 172808693 23-6008474 H-227825 »s 311304 173741112 23-6220236 8-232746 65S 312481 174676879 23-6431808 8-237661 ^ MO 313600 175616000 23-6643191 8-242670 If .»i 314721 176668481 23-6864386 8-247474 [ 1 m CC 2 M 384 1 Number. Square. Cube. Square Root. CubeBooL 502 315844 177504328 23-7065392 8-262371 563 316969 178453547 23-7276210 8-267268 564 318096 179406144 23-7486842 8*282140 5(J5 319225 180362125 23*7607286 8-267029 566 320356 181321496 23-7907545 8-271903 567 321489 182284263 23-8117618 8-276772 56(i 322624 183250432 23-8327506 8-281636 569 323761 184220009 23-8537209 8-286493 570 324900 185193000 23-8746728 8-291344 571 32(M)41 186169411 23-8956063 8-296190 572 327 UM 187149248 23-9165215 8-301030 573 328329 188132517 23-9374184 8-306866 574 329476 189119224 23-9582971 8-310094 575 330625 190109375 23-9791576 8-316617 576 331776 191102976 240000000 8-320336 577 3:)2929 192100033 24-0208243 8-326147 570 334084 193100552 24*0416306 8-329964 579 33524 1 194104539 2406-24188 8-334766 5H0 336400 195112000 24 0831892 8-339661 581 337561 196122941 24-1039416 8-344341 582 338724 197137368 24- 1246762 8-349126 583 33JW89 198155287 24- 1453929 8-363904 M4 341056 199176704 24-1660919 8-368678 585 342225 200201625 24-1867732 8-363446 586 343396 201230056 24-2074369 8-368209 587 ^44569 202262003 24-2280829 8-372960 588 345714 203297472 24-24^)7113 8-377718 589 34(K>21 2043:Mi4(>9 24-2(>932*22 8-382466 59<) 348100 205379000 24-281>9156 8-3B7206 591 . 349281 206425071 24-3104916 8-391942 692 350464 2074746i{8 24-3310501 8-306673 593 351649 208527857 24-3^315913 8-401308 594 35283(J 209584;jii4 24-3721152 8-406118 595 354025 210644875 2^4-3926218 8-410832 59<; 355216 211708736 24-4131112 8-416642 597 356409 ' 212776173 24-4335834 8-420246 598 357604 213847192 24-4540385 8-424044 599 358801 21492175)9 24-4744765 8-420638 600 3(;0000 216000000 24-4948974 8-434327 601 36] 201 217081801 24-515;M)13 8-430000 602 {¥12404 218167208 24-5356883 8-443687 603 IVGatiOU 219256227 24-5560583 8-448360 604 364816 220348864 24-5764115 8*463028 605 366025 221445125 24-5967478 8-467600 (506 MTlim 222545016 24-6170673 8-162347 607 368449 223648543 24-6373700 8-466000 608 lUfmG4 224755712 24-6576560 8-471647 609 370881 2258(;f{529 24-6779264 8-476289 610 372100 226981000 24-6081781 8-480996 611 373321 22^K)99131 24-7184142 fr486667 612 374544 229220928 24-7386338 8-400184 SS5 ^^H liimbci. gqu«^ Cube. Square RooL Cube Root ■ 613 375769 230346307 24-7588308 8-494806 014 376006 231475544 24-7790234 8-400423 ^^^^^1 015 378-225 23260(1375 24-7991036 8-5O4035 ^^^^^1 010 370456 233744806 24-8193473 8-508641 ^^^^^1 CI7 3«061t(l 234805113 24-8394847 8-513243 ^^^^H 618 301J<24 236029032 24-8596058 8-517840 ^H 619 383101 23717B050 24-8797100 8-522432 ^1 020 384400 230328000 250047000 260998008 8-672618 ^^^^H 031 308101 251239591 25-1107134 8-577152 032 399424 25243-5968 26-1396102 8-581680 ^^^^H 033 400080 253636137 261594013 8-586204 ^^^^H 034 401U50 254840104 261793566 8-590723 ^^^^H 035 403225 250047875 25U)92063 8-596238 ^^^^H 030 404496 257259456 25-2190404 8-509747 ^^^^H 037 405769 258474853 25-2388580 8-604252 ^^^^H 038 407044 259604072 2&-2586ei9 8008752 ^^^^H 03(t 408321 260917119 25-2784493 U-0 13246 ^^^^H 640 409000 202144000 25-298-2213 8-617738 ^M 041 410881 203374721 25-3179778 8-622224 H 642 412164 264609288 25-3377180 8-0-26706 643 413440 265847707 2.5-3574447 8-631183 ^^^^H 644 414736 267089084 25-377155I 8-035055 ^^^^H 645 416025 208336125 25-3908502 8-640122 ^^^^H 640 417316 269580136 25-4165301 8044585 ^^^^H 647 418009 270840023 26-4361947 804H043 ^^^^H 648 419904 272097792 26-4558441 H053497 ^^^^H 049 421201 273359440 26-4754784 8-067946 ^^^^H 650 422500 274025000 25-4950970 8-662301 ^^^^H ((51 423801 275894451 25-5147010 8-666831 652 425104 277167808 25-6342907 8671266 ^^^^H 653 426409 278445077 25-5538647 8675697 ^^^^H 054 427716 279726264 255734237 8-680123 ^^^^H 655 420025 28101 1375 25-5029078 8-684545 ^^^^H 050 430336 282300416 25-0124069 8-688963 ^^^^H 067 431649 203503393 25-0320112 R-693376 ^^^^H 058 432St04 281890312 25-0515 107 8-697784 ^^^^H «6!l 434281 280191170 25-6709933 0-702 188 ^^^^H 600 435600 28J49fH)00 25-(t9O4052 8706587 001 436921 S8B8047B1 25-700i)203 8-710982 ^^^^H ^_ 1 062 43i(244 290117628 25-7293607 8 715373 ^^^^H 1 F. 439569 291434247 26-7487864 8-710750 ^^H 1 1 ^ k m ■ 38G Number. Square. Cube. Cube Root G04 440890 292754044 26-7681975 8-724141 065 442225 294079025 25-7875939 8-728518 060 443550 295408290 26-8069768 8-732891 007 444889 290740903 26-8263431 8-737200 008 440224 298077032 26-8466960 8-741624 009 447501 2fl9418309 26-8660343 8-746984 070 448900 30O7e:JO00 26-8843582 8-750340 071 450241 302111711 26-9030077 8-764691 672 451584 303404448 26-9229028 8-769038 073 452929 304821217 26-9422436 8-763380 074 454276 300182024 26-9616100 8-767719 076 455625 307540875 25-9807021 8-772058 070 450976 308915770 260000000 8-776382 077 458329 310288733 26-0192237 8-780708 078 459684 311005752 26-0384331 8-785029 079 461041 313040839 26-0670284 8-789346 080 462400 314432000 200768096 8-793659 081 403701 315821241 260969707 8-797967 082 405124 3ir214568 261151297 8-802278 083 400489 318611987 26-1342687 8-806672 084 407850 320013504 26*1533937 8-810868 085 409225 321419125 26-1726047 8-815169 080 470590 322828850 261916017 8-819447 087 471909 324242703 26-2106848 8-823790 (m8 473344 325000072 26-2297541 8-828009 089 474721 327082709 26-2488()95 8-832286 WK) 470100 328509000 26-2678^511 8-836666 091 477481 329939371 26-2868789 8-840822 092 47«8f>4 3313738(m 26-305lW)29 8-846085 093 4H0249 332812557 20-3248932 8-849344 094 481030 3342553^4 26-343in97 8-853698 095 483025 333702375 26-3628527 8-867849 690 484410 337153530 26-3818119 8-862096 097 485809 338008873 26-4007570 8-866337 098 487204 340008392 20-4196890 8-870676 099 488001 341532099 20-4:^(0081 8-874809 700 4JK)(K)0 343000000 20-4575131 8-879040 701 491401 344472101 20-4704046 8-883266 702 492804 345948408 20-4952826 8-887488 703 494209 347428927 26-5141472 8-891706 704 495010 :M89 13004 26-5329983 8-896920 705 497025 350402025 26-5618361 8-900130 700 498430 351895810 26-5700606 8-904336 707 499849 353393243 20-5894716 8-908638 708 501204 3548SM912 26-6082094 8-912736 709 502081 350400829 26-6270639 8-916981 710 504100 357911000 26-6468262 8-921121 711 505521 359425431 26-6646833 8<9259(f} 712 500944 360944128 26-6833281 8-989490 713 508360 362467007 26-7020606 8-98800B 714 509796 363894344 26-7207784 8«m48 1 p 387 ^ Kunbu. Squue. Cube. Square RooL Cube Root. 715 611225 365525875 26-7394«39 8-942014 71« 612656 367061696 26-7581763 8-946180 717 614089 3680U1813 267768557 8-950343 718 615524 370146232 26-7965220 8-954502 719 616061 371094969 36-8141734 8-958658 7ai 61t)4U0 373248000 268328157 8-062809 721 51»«41 374805361 260514432 8-900957 722 6212H4 376367048 26-8700577 8-971100 723 622720 377033067 268886503 8-975240 724 624170 379603424 26 9072481 8-079370 73& 626025 38107B125 26W58240 8-983508 720 62707fi 382657176 20-9443872 8-087037 727 62862U 384240583 26-9629375 8-001702 728 620984 385828352 269814751 8-095883 729 631441 387420489 270000000 9-000000 730 532800 309017000 270185122 9-OIMl 13 731 534U 483736626 28-0178616 9-224791 786 617796 486687666 28-0366916 9-228706 787 619:)69 487443403 280636203 9-232618 788 620944 489303872 28-0713377 9-236627 789 622621 491169069 28*0891438 9.240433 790 024 100 49;K)3JK)00 28-1069386 9-244336 791 626681 4iHin:\(il\ 28-1247222 9-248234 792 627264 490793088 28- 1424946 9*252130 793 028849 498677267 28-1602667 9-256022 794 630436 6(K)666Ui4 •i8-178006(J 9-259911 796 032026 602465)876 •28-1967444 9-263797 796 6330 k; 6043o83:J6 28-2134720 9-267679 797 636209 6002(U673 28-23118^^4 9-271569 798 630804 608169692 28-2488938 9-276436 799 63)U01 610082399 28-20({6881 9-279308 800 640000 612000000 28-2842712 9-283177 801 641601 613022401 28-3019434 9-287044 802 643204 616849608 28-3196046 9-290907 803 644809 517781027 28-3372646 9-294767 804 6404 {6 6U)718404 28-364iU>38 9-296623 806 648026 621600126 28-3726219 9-302477 806 G4iHim 623(J06(n6 28-3901391 9-306327 807 061249 626667943 28-4077464 9-310176 808 6628(U 627614112 28-4263408 9-314019 809 664481 629475129 28-4429263 9-317859 810 666100 63144 1(K)0 28-4604989 9-321697 8il 667721 63aill73l 28-4780617 9*325632 812 669344 635387328 28-4966137 9-329363 813 660969 637366797 28-6131549 9-338191 814 6(J2696 639353144 28-6306852 9-337016 816 664226 641343376 28.5482048 9-340838 816 666866 643338496 28-5653137 9-344667 1 P ■ 380 ^ IT Niuober. Square. Cube. Square Root Cube Root 817 867409 645338513 28&832119 9-348473 8ia 669124 647343433 28-6006903 9-36-2285 819 6707C1 549353250 28-6 IB 1760 9-356095 II 820 C72400 551308000 28-6366421 9-350901 m. 891' It would be blamable indeed (after having en- deavoured to set forth the vast advantages which have been conferred on the mechanical world, and therefore on mankind generally, by the invention and introduction of the slide rest) were I to suppress the name of that admirable in- diridual to whom we are indebted for this powerful agent towards the attainment of mechanical perfection. I allude to the late Henry Maudslay, engineer, of London, whose useful life was enthusiastically devoted to the grand object of im- proving our means of producing perfect workmanship and machinery ; to him we are certainly indebted for t/ie slide fsi, and consequently, to say the least, we are indirectly for the vast benefits which have resulted from the intro- duction of so powerful an agent in perfecting our ma- chinery and mechanism generally. The indefatigable care 402 NASMYTH ON TOOLS which he took in inculcating and diffiising among workmen, and mechanical men generally, sound ideas of practical knowledge and refined views of construction, has rendered and ever will continue to render his name iden- tified with all that is nohle in the amhition of a lover of me- chanical perfection. The vast results which have sprung firom his admirable mind, is his best monument and eulogium. 492. The vast practical advantage which resulted from the substitution of ** the slide rest '' in place of the hand in the process of turning, had its natural efifect in causing its adoption and application to other important processes in constructive science. So striking and certain were the effects and advantages as respects the superior quality and cheapness of the work produced by its means, that it soon induced a very marked change in mechanical designs, in- asmuch as this, that many improved arrangements in me- chanism had been kept back from the vast expense attend- ant on the employment of certain forms in the parts, such as perfectly true cylindrical rods or circular or flat surfaces, which the important aid of the slide rest now renders so c^heap, (comparatively speaking,) that every practical en- gineer, in making out his design in detail, had only to keep in mind the vast capabilities and powers of the slide rest, to enable his fancy to luxuriate in the introduction of the most perfect geometrical forms, as not only attainable in practice, but actually the cheapest forms through whose agency he could attain his object. I have every reason, in- deed, to call the introduction of the slide rest a great era in the history of mechanism, as every piece of machinery which was produced by its agency, bore such evident marks of superiority, as very rapidly and extensively proclaimed to the mechanical world that a great step (leap forward, I should rather say) had been made, and in proof of it, we have only to look around us at this day to see what is doing by improved machinery, to place beyond doubt what I have AND MACHINES. 403 i as to this era in mechanism — " the introduction of the slide rest." 493. Were I to attempt to trace in detail tho almost in- finite application of the slide rest principle, I should re- quire to describe almost every machine which is employed in giving definite forms to materials ; but as such would he in- compatible with my limita, I shall confine myself to one or two of tho more generally used and important applications ; and in endeavouring to do so, I shall, for the sake of clear- ness, avoid those minute details which, although most fre- quently combined with the slide principle, yet are so sub- ordinate, and so frequently varied according to the taste of tthc engineer, that it is best to strip them from the simple ilustrations I have endeavoured to give, so as to leave, as t were, more prominent and conspicuous iJte principle of [he machine. 494. I cannot properly introduce to the attention of my peaders a more worthy and truly important immediate de- iendant of " the slide rest " than the plmii/ig macluTie, which has done more within the last 10 or 15 years for reducing the cost, and for extending the use of perfect ma- chinery, than had been the case by all the improvements 1 mechanism for the last century. ¥J5. There is no form which is so frequently reijuired and essential to any piece of mechanism as the plane sur- fece, or rectangular prismatic forms generally, 496. The vast expense attendant on the production of such, by the tedious and unsatisfactory process of chipping and filing, caused every engineer to avoid by all means any arrangements which rendered such forms necessary, how- ever essential they might be to the perfect action of the machine. It is quite laughable to observe, in any old piece of mechanism, the niggardly use of those important forms ffr*im the above obstacle. The introduction of the machine at once altered the entire system, inas- rea ^^chi] V and 404 NASMYTH ON TOOLS much as forms and arrangements became practically pos- sible, which formerly the engineer dared not think of using. This was simply following out in the plane surface, what the slide rest had produced in the turning lathe as regards cylindrical forms ; and the result was, that not only was the machinery produced by its agency most strikingly su- perior, by its direct influence, but also as the planing ma- chine enabled us to produce improved tools at so very much reduced cost, that mighty principle in all affairs, (namely, cause and effect tearing each other alternately.) The first planing machine enabled us to produce the second still better ; that again produced a better still ; and now shde rests of the most perfect kind came streaming forth from them, and they, again, assisted in making better still ; so that in a very short time a most important branch of en- gineering business, namely, tool-making, arose, which had its existence not merely owing to the demand preexisting for such improved tools, but in fact, raised upon a de- mand as it were of its own creating, and all this caused by the slide rest, and its offspring, the planing machine. One has only to go into any of those vast establishments, which within the last 10 years have sprung up for the purpose of supplying the demand for machinery, and we shall find that nine-tenths of all the fine mechanism in use, and in process of production, is through the agency, more or less direct, of the slide rest and planing machine. 497- Figure 4 represents the general arrangement of parts existing in most planing machines. It consists of two principal parts, namely, the bed b on which the table T slides by certain mechanism backward and forward, so that any piece of work, w, being bolted to it, partakes of the same, as if it were a part of the table t ; the table t being constrained to move in a perfectly straight line to and fro, by its sliding on the two angular ridges, c c. AND MACHINES. /%|A^ 498. Over the table T is fixed " a slide rest " s, which is held fast by being bolted to the two upright standarda N N. This slide s has a transverse slide d, which serves to hold the tool in such a manner that it may be lowered down and adjusted so as to cause the tool to take a cut more or 406 NASMYTH ON TOOLS less deep as desired, which adjustment is performed hy the handle l, so that every time the tahle and the work fixed to it moves to and fro, the tool in the down slide d, is by certain apparatus moved each time a little way across the table, so that by a repeated series of sliding backwards and forwards of the table, the tool is made to traverse the surface of the work, and in so doing it transfers the per- fectly true figure of the slide s, on to that of the surface of the work w, and so produces a perfect plane surface. I trust an inspection of the figure will do more to render this clear, than any further attempt at description. 499* As to the means of giving motion to the table, as also to the screw of the slide s, it is not required here to enter into such details, as they vary so much according to the fancy of different makers, who have each their peculiar fancy as to the best arrangement. 500. An inspection of the figiure will, I trust, satisfy any one that this machine is derived from the slide rest, for the slide s is nothing more than a slide rest, held to its work by the two standards nn, while the work w repre- sents a surface on the lathe, which is made to move in a straight line, in place of a revolving motion, as it would have done had it been a cylindrical surface being turned in the lathe. This, indeed, is my main object in giving this figure, as it serves to show that it is to the slide rest system that we are indebted for the planing machine, how- ever varied the constru^ve details of such planing ma- chines as we mejt y^idx may be, yet we shall find that they all embody the above principal arrangements, and are all slide rests for turning, i. e. planing^a^ work. 501. Again, in the case of the screw-cutting machine, we shall find (Fig. 5) that it consists simply of a slide re^t, which receives its sliding motion from the revolution of the spindle or work in the lathe. I have chosen the latter, as it tends to render the arrangement more distinct. AND MACHINES. 407 Here we have the slide rnrt s, whose tool-holder is slid along 1^ means, of .the screw b> which receives its motion from the work in the lathe> by means of the wheels w w, by which it is evident, that as the work x revolves in the lathe, a revolving motion will be transferred to the screw s, and the pmnt of the tool will» ob sliding almg, have a spiral or <»l 408 NA8MYTH ON TOOLS screw on the work ; and according to the respective disp meters of the wheels w w, so shall we have a screw formed on X, more or less fine m the pitch of the thread, accord- ing to the proportions of the respective diameters of the wheels ww, as in the figure w or the work, is twice the diameter of w or the end of the slide screw. The pitch of the thread on x will he twice as wide as on s, and as 8 and X are revolving in opposite directions, we shall have a right hand screw on the one, and a left hand screw on the other, or the reverse, according to the nature of the guide screw s ; and by placing an intermediate wheel between w and w, we shall then cause them to be either both right hand screws, or both left, as the case may be ; the depth of cut is given in succession, by the set or transverse ad- justing screw N. 502. Again, in the case of the wheel-cutting machine, we have the slide rest in full existence. See Fig. 6. 503. All wheel-cutting machines, however complex they may be in their minor arrangements, consist of two essen^ tial parts, the slide rest s, which holds the revolving cutter R, and the spindle t, on which the wheel w, which has to be cut, is fixed. This spindle is made part of the dividing wheel D, by fitting into a socket or chuck, so that when the head d is moved roimd in successive steps, or according to the required divisions on the face of it, which is set off or divided and held fast by the index point or holder e, it is evident that whatever be the di>dsions or fractions of the , divided circle d, we move round step by step ; the same will be most faithfully transferred to the wheel w, which we desire to cut or divide into teeth ; and by means of die slide rest s, we slide the revolving cutter across the bee or edge of the wheel w. It is likewise evident, that we must thereby cut a tooth every time we slide the cutter across, after each division is taken in succession by the ahifting gf the head or dividing wheel d. AND MACHINES. This is a very meagre descripdon of the principle of a moBt important machine, in which, as in innumerable other iiHtances, the slide principle enables us to produce with such 410 NASMYTH ON TOOLS facility, results in the form of workmanship, whose mathe- matical accuracy throws all hand work utterly into the shades not only as to absolute precision, but also economy of pro- duction. 504. As before said, were I to endeavour to trace in detail the countless applications of the slide principle firom its first appearance before the mechanical world, as intro- duced by the late celebrated Henry Maudslay, and follow it down to the present time, a thousand pages would not give space for all that might, with such truth and justice, be said on the advantages which mankind have been and are now deriving from the slide rest, and its lineal de- scendants. 505. Some Observations respecting the Form of Tools employed for Turning and Planing Irony Brass, ^c.y toget/ier with some Remarks on the Hardening and Tempering of sicch Tools. Hitherto, so far as I am aware, the form of tools em- ployed in turning or planing iron, &c., has not either re- ceived that attention which the importance of the subject calls for, nor has any attempt been made to reduce the sub- ject to such plain and general principles of which it is not only capable, but when so treated, then only adapted to be of service to those in whose hands the management of such tools is for the most part entrusted. Indeed, so much practical importance attaches to this subject, that the quality as well as the quantity of work produceable firom turning lathes and planing machines, entirely depends upon the skill of the operator in giving to his tools the proper form. There are many excellent workmen, wh0| by a species of intuition, have acquired the art of giving to the tools either the true form, or so near have they got AND MACHINES. 411 true principlp, that by holding to and repeating again and again that tbrm which they found the best, they are enabled to produce the required resuh. But even with such, when a case occurs in which they have to go a little out of their usual routine, they are then as much " at sea" as if they knew nothing about the matter. This ftrises from no other cause than the want of the knowledge of the general principle, which would guide them to the true form, whatever be the case ; and moreover, now that slide lathes and planing machines are becoming so very common in the workshops of engineering establishments, and that such machines, from their automaton power, no longer require regularly bred mechanics to attend them, it becomes more than ever necessary to reduce the subject to those simple principles to which it is capable, so that ithe subject may be brought within the range of the sup- •^sed inferior capacity of a humbler grade of men, from whom we want no more than careful attention to secure the Iwst results from those surprisingly productive machines. Wo shall now proceed to the subject of these remarks, and with that view shall take, in the first place, the most sim- ple case. The chief, and indeed the only point which we require to consider, is the direction in which we wish to cut or pene- trate the metal. Suppose, therefore, the plane a b is the surface of a plane of metal, from which we wish to cut off Iavings, in the direction a b, either hy a u moving against I I I % li \g) 41 S NASMTTH ON TOOLS the tool, or the reverse, namely, the tool moving against it^ for it is the same action in either case. Suppose we were to employ such a tool as No. 1 ; in this case we should have little or no penetrating quality in the form of the tool, which would in consequence not cut, but rvh off the par- ticles, or crush them off by sheer brute force. The reason of this is, that we have given it so very blunt or obtuse an edge at the point of cutting, that by their coming against it at right angles to its face, the whole force which moves the plane a b will be consumed in merely rubbing off (not cutting) the particles of metal. Next, in the case of No. 2, which looks more like a tool that would cut, we shall find that there again we should fail to produce the required result, and also encounter other evils. In this case we still have no more penetrating pro- perty in the direction a b, for the force of the tool is still m the same position, with regard to the surface to be cat» as in the instance of No. 1, that is, it is at right angles to it^ so that we have no advantage here ; and what is far worsen we have from this tool a penetrating quality, in a direction quite opposite to that which we desire, namely, in the di- rection c D. In moving the surface a b against this tool. No. % we should, on attempting to take a cut, find that the penetrating quality in the direction c d, would imme- diately exhibit itself in a series of saw, teeth-like marks, more or less deep, according to the strength of the cut and that of the tool, which indeed would, on account of its form, not preserve its point entire for a moment, but would be snipped off with little or no force, because the cross section of metal at its point is scarce measurable. This is the most usual error in the forming of tools, that is to say, be- cause they look sharp, that is thought sufficient ; forgetting altogether the direction in which the strain is to be ap- plied, and in consequence not providing sufficient metal a cross section in the direction of the strain. .^ND SIU'HINES. 413 ^ If we look to No. 3, we shall find that all these requi- jritcs are provided. In the first place we have a high de- gree of a^-uteness in the direction of the cut, namely ab ; then as to strength, behind the point we have all the nietaJ from E to F to give the point E the requisite support ; in short, as regards strength, we have as much more strength in the case of No. 3, over No. % as the distance e f is greater than c. No. 2. Besides this great strength which we have in the case of No. 3, we have also another advan- tage of great moment, namely, the entire absence of all tendency to chatter or produce a rippled surfece, fe acting as a most complete stop to ajiy risk of digging into the sur- fcce which we are planing or turning, which would in- evitably be the case with No. 2, supposing the point to be tpable of resisting the force, which it could not. The very of the shaving in the case of either of these tools, 'flTOald exhibit the relative advantages of each. In the case No. 3, they would be most complete curls, as may be dent from the form of the tool. In No. 1, therefore, we have strength, hut no acutcness either direction, In No. 2 we have acuteness, it is true, but in a direction quite opposite to that in which we require it, and 7to strength. In No. 3 we have acuteness entirely in the direction in which we require it, and the greatest degree of strength. Wo may therefore establish from this attempt at inves- ligation, the following principle, namely, that in forming and setting a tool to cut any surface, we have only to attend 4o placing it so that the end of it forms the least possible angla with the surfiire to be cut, and wlxatever degree of acuteness be considered proper, let the keenness be given hollowing out the surface e c, as given here. 414 NASMYTH ON TOOLS No. 3. I again repeat the principle, namely, that in forming the cutting tool, what we have to attend to is, to let the end of the tool he as nearly parallel to the surface to he cut as possible, and any acuteness that may be required shall be given to the surface on which the shavings slide ; the very same holds good in the case of turning tools, and indeed in every tool, from a razor or carpenter's chisel up to the most enormous and powerful tool in a lathe or planing ma- chine. In the case of turning, we may sec the application of the " principle '* very clearly exemplified. No. «3 as a turning tool. Here we see No. 3 as a turning tool, ab being a portion of a cylindrical bar in the lathe ; £ f should be as near as possible a tangent, that is, at right angles to the radius of the curve. AND MACHINES. 415 No. 2. In the case of No. % employed as a turning tool, we should not be able to preserve its point for an instant, as will be evident from the small cross section at c. When scraping is all that is necessary, which is a last finish just before preparing the work to be polished, No. 1 may be employed with advantage, as in that case its low penetrating quality in both directions becomes of much ser- vice, but then it is not desired to employ it as a cutting tool. s^i^-^^^^;, ■K^N^;^§:^#. In the instance of a common joiner's plane, we shall find the same principle carried out most fully ; e f is the plane iron, A B being as before the surface to be cut. In the case of this tool, an artificial end is given to the cutting tool, by means of the sole of the plane, which gives the requisite non-penetrating quality in all directioiis, except Uiat in 416 NASMYTH ON TOOLS which we require to remove the material, or take the cat, namely, ab. A The same again is seen in the action of a chisel or hat- chet. It will be observed that the bevelled surface of the chisel is always placed outwards, and the flat surface placed next to the wood which we are about to cut, so that the angle between the face of the chisel next the wood, and the sur^c of the wood, shall form the least possible an^ with it. AUo, in forming drills, we shall find the very same prin- ciple in action, as has been given in the foregoing ex- amples. Thus, H being the end view of a drill, the e^gv UP should be the least possible prominent, or oat of t^ AND MACHINES. 417 plane of the sutfiace of which they are the edges, o s heing less prominent than o p, so that there may he as little pe- netrating quality at the edge op as possible. A drill so formed, will cut the smoothest holes without any chatter- ing, which is so commonly the case when the edges are bevelled very much back, as given at r. Such a drill would very soon lose its edge, and would cut a very rough hole besides. In order to give great keenness to the edge of the drill, we have only to apply the same principle as before stated, in respect to turning tools, by hollowing out a groove at x, on each cutting face. Pig. 1. Face Tool applied to the Gauge, FlO. 2. K Right hand To(»l ZX i Face Tool, | 1 / • Lf/t hand Tool, / \ V 1 The above is a sketch of a very convenient and simple tool gauge, for enabling any one to ascertain whether a tool is ground or formed to the proper angle. It consists of a planed plate of metal, ab, on whose surface there is at one end fixed a conical steel pin c, whose taper or angle formed by the sides of the cone with the surface of the plate ab, is just that which is proper for the cutting face of the tool c, be- ing a cone given in a very simple universal gauge for every 418 NASMYTH ON TOOLS AND MACHINES. kind of tool, such as seen in Fig. S. By using this ganger all difficulty of forming the tools to the proper angle, is at once removed. And the same gauge will answer for every kind of planing or turning tool whatsoever, and of whatever size. A B may he ahout 15 inches long, hy 5 wide, and about |th8 of an inch thick ; these dimensions are by no means abso- lutely requisite, but will be found generally usefiiL The angle formed by the sides of the cone, and the sur- face of the plate, should be about three degrees. GENERAL EXPLANATION OF THE PLATES PLATE I.— ESSAY I. On thb Teeth of Wheels. Chart shewing the horses' power to which the teeth of wheels of certain pitches, working under different circumstances, are equal, — is described on the Plate, and in Chap. V. Arts. 163—179. PLATE IL— ESSAY II. On the Shafts of Mills and other Machines. Fig. 1. — No. 1, No. 2, and No. 3. — Old mode of fixing gudgeons called laid-in-pudgeons^ Art. 187, pp. 178, 179. Pig. 2. — No. 1 and No. 2. — Cross-tailed gudgeons. Art. 188, p. 179. Fig. 3, Fig. 4, and Fig. 5. — Parts of cross-tailed gudgeons, Art. 188, p. 179. Fig. 6. — A hollow cast iron shaft. No. 2. An end view, to shew the manner of fixing the gudgeons. Art 192, p. 181. PLATE III.— ESSAY II. Fig. 7. — No. 1, No. 2, No. 3, and No. 4. — ^A feathered shaft, with dif- fefooi seetjonsy Art 193, p. 181. T.'-7 4520 EXPLANATION OF THE PLATES. Fig. 8. — No. 1 and No. 2. — Square shafts, Art. 193, p. 182. Fig. 9. — No. 1 and No. 2. — Stress on shafts. Art 194, pp. 182, 183« Fig. 9. — Water wheel with teeth on the shrouding, to give motion to Ae mill, Art. 104, p. 183. Fig. 10. — The cliief strain on the vertical shaft is that which tends to twiit it. Art. 194, p. 183. Fig. 11. — Example of a compound strain on the shaft, Art. 194, p. 183. Fig. 12.— Shaft of a water wheel. Art. 194, p. 183, and Art 195, p. 188. PLATE IV.— ESSAY II. Fig. 1 . — Effect of position in causing a greater or less degree of stnin on shafts. Art. 195, p. 183. Fig. 2. — Stress on shafts from the action of the moving power. Art 196, p. 184. Fig. 3, Fig. 4. No. 1, No. 2, No. 3; and Fig. 5.— Effect of position in causing more or less stress on the sliafts. Art. 197, pp. 184, 185; and Art. 198, pp. 18.5, 186. Fig. 6 and Fig. 7. — To explain the effect of the place of a wheel on a shaft. Art. 199, p. 186. PLATE IV. A.— ESSAY II. Fig. 1, Fi«^. 2, Fig. .'3. — Represent an improved method of fixing gndgeons on wooden shafts Art. 207, p. 1J^3, &c. Fig. 4. — Plan of a sliaft and wheels to show how the stress on a shaft may bo determined, Art. 207, pp. 1 93, 1 94. Fig. .*>, Fig. fi, and Fig. 7. — Figures to show the stress on shafts and gud- geons in different circumstances. Art. 210, p. 19,3. PLATE v.— ESSAY III. On the Longitudinal Connexion of Shafts, denominated Couplings. Fig. 1. — Represents three shafts connected hy couplings, supported by double bearings. Art. 291, p. 2GG. Fig. 2. — No. 1 and No. 2. — The square coupling, witli double bearings^ Art. 202, p. 207. No. 3. — A different modification of the square coupling, Art. 292, p. 267. No. 4. — A coupling box made in two pieces, Art 298, p. 29T* EXPLANATION OF THE PLATES. 421 Fig. 3. — No. 1, No. 2, and No. 3.— A variety of the couplings with doable bearings, Art. 294, p. 268. Fig. 4. — No. 1, No. 2, and No. 3. — The round coupling, Art. 295, pp. 268, 269. Fig. 5. — No. 1 and No. 2. — Clutches or glands. Art 297, p. 269. Fig. 6. — No. 1 and No. 2. — Boring-mill clutch, first construction. Art. 300, pp. 270, 271. Fig. 7. — No. 1 and No. 2. — Boring-mill clutch, second construction, Art. 303, pp. 271, 272. Fig. 8. — No. 1, No. 2, and No. 3. — Coupling having circular plates, Art 306, p. 272. PLATE VI.— ESSAY III. Fig. 9. — No. 1 and No. 2. — Coupling link used by Messrs. Boulton and Watt in their portable steam engines, Art 308, p. 273. Fig. 1 0. — No. 1 , No. 2, and No. 3. — A coupling sometimes used to con- nect the fly-wheel shaft of a steam engine with the mill-work, and is so contrived, that in case the fly should turn in a wrong direction, the mill- work remains at rest, Art 310, p. 273. Fig. 11. — The universal joint. Art. 314, p. 276. Fig. 12. — No. 1, No. 2, and No. 3. — Square coupling, having one bearing. Art. 318, p. 277. Fig. 13. — No. 1 and No. 2. — Mode of coupling rollers used in machinery for spinning cotton. Art. 320, p. 278. Fig. 13*. — No. 1, No. 2, and No. 3. — Cylindrical coupling, having one bearing. Art. 321, p. 279. Fig. 14. — Bolted coupling, used in some mills in Manchester, Art. 323, p. 279. PLATE VII.— ESSAY IIL Fig. 15. — No. 1, No. 2, and No. 3. — A variety of the bolted coupling, Art. 325, p. 280. Fig. 16.-^Another modification of the bolted coupling. Art 326, p. 280. Fig. 17. — No. 1, ^o. 2, and No. 3. — Quadrant coupling, Art 327, p. 280. Fig. 18. — No. 1, No. 2, No. 3, and No. 4. — Coupling forming an uni- versal joint, Art. 329, p. 281. Fig. 19. — No. 1. — Elevation of coupling, executed at Manchester, Art 331, p. 282. No. 2, and No. 3, are on the next Plate. 422 EXPLANATION OF THE PLATES. PLATE VIIL— ESSAY III. Fig. 19. — No. 2 and No. 3. — Sections of couplings czeeated at Mm- Chester, Art. 331, p. 282. No. 1, is on tibc preceding Plate. Fig. 20. — No. 1, No. 2, and No. 3. — Cylindrical coupling, having projec- tions, Arts. 334, 335, pp. 282, 283. Fig. 21. — Square coupling (having a coupling-box) for upright ahafta, Alt. 337, p. 283. Fig. 22. — No. 1 and No. 2. — Square coupling for upright ahafta, honng a socket instead of a box, Art. 338, p. 284. Fig. 23. — Coupling for upright shafts, having projecting quadranta, Alt. 340, p. 284. Fig. 21'. — Lying shafts, shewing the situation of the couplings with regpid to the wheels. Art. 348, p. 286. PLATE IX.— ESSAY IV. On Methods of Disenoaoing and Re-enoaoino Machinsbt, while IN Motion. Fig. 1, and No. 2. — The sliding pulley. Art. 362, p. 294. « Fig. 2.— No. 1, No. 2, No. 3, and No. 4.— The bayonet. Art. 894, p. 295. Fig. 3.— No. 1 and No. 2.--The lock pulley, Art. 3G6, p. 297. PLATE X.— ESSAY IV. Fig. 4. — No. 1 and No. 2. — Fast and loose pulleys, or dead and live pul- leys, Art. 3G8, p. 297. Fig. 5.— Sack tackle, Art. 372, p. 299. Fig. 6. — No. 1. — Wheels, in gear^ having a moveable bridge. Art. 371, p. 298. No. 2, is on the next Plate. PLATE XL— ESSAY IV. Fig. 6. — No. 2. — Wheels out of gear ^ Art. 374, p. 299. No. 1, ia on the preceding Plate. Fig. 7. — No. 1 and No. 2. — Clutch for engaging the wheel ▲ with the abaft B, Art. 376, p. 300. Fig. 8.— No. 1 and No. 2.— Friction clutch, Art 378, p. 301. No. 3 ia on the next Plate. EXPLANATION OF THE PLATES. 423 PLATE XII.— ESSAY IV. Fig. 8. — No. 3. — Hoops of friction clutch, Art. 378, p. 302. No. 1 and No. 2 are on the preceding Plate. Fig. 9. — No. 1 and No. 2. — Friction cones, Art. 380, p. 302. Fig. 10. — No. 1 and No. 2. — Wheels moying hy contaction. Art. 382, p. 303. Fig. 11.— Sack tackle. Art. 384, p. 304. Fig. 12. — No. 1 and No. 2. — Self-disengaging coupling. Art. 386, pp. 304, 305. PLATE XIII.— ESSAY V. On Mbchanism fob Equalizing thb Motion of Mills, denominated Lift-Tbntebs, Engine Govebnobs, and Watbb- Wheel Govebnobs. Fig. 1. — Steam-engine governor. Art 389, p. 308. Fig. 2. — The balls a b and c being made to revolve, are all found on the same horizontal plane. Art 392, p. 310. Fig. 3. — LifWtenters for wind mill, first construction. Art 396, p. 311. Fig. 4.— -Lifl-tenter, second construction. Art. 397, p. 312. Fig. 5. — No. 1.-— Elevation of water-wheel governor, first construction, Art. 399, p. 313. No. 2, No. 3, and No. 4, of Fig. 5, are on the next Plate. PLATE XIV.— ESSAY V. Fig. 5.— No. 2, No. 3, and No. 4. — Water-wheel governor, first construc- tion. Art. 399, p. 314. No. 1, of Fig. 5, is on Plate XIII. Fig. 6. — No. 1 and No. 2. — ^Water-wheel governor, second construction. Art. 401, p. 315. PLATE XV.-ESSAY V. Fig. 7. — Water-wheel governor, third construction. Art. 402, p. 315. Fig. 8.— No. 1 and No. 2. — ^Wator-wheel governor, fourth construction, Art 403, p. 316. Fig. 9. — No. 1, No. 2, and No. 3. — Water-wheel governor, fifUi construc- tion. Art. 404, p. 317. PLATE XVI.— ESSAY VL On Changing the Velocity of Machineby while in Motion. Fig. 1. — ^Turning lathe motion. Art 419, p. 335. Fig, 2.-* Alternate cones, Art 421, p. 336. 4S4 EXPLANATION OF THE PLATES. Fig. 3. — Wheels moving by contaction, Art. 423, p. 336* Fig. 0. — No. 1 and No. 2. — Mechanism used in cotton spinning odled double speed, third construction, Art 480, p. 340. Fig. 4 and Fig. 5, are on Plate XVII.— Art 426, p. 338. PLATE XVII.— ESSAY VL Fig. 4. — Double speed, first construction. Art 426, pp. 338, 339. Fig. 5.— Double speed, second construction. Art 426, pp. 338, 339* PLATE XVIIL-KSSAY VII. On tbb Fraiiino of Mill-Wokk. Fig. 1. — Pivot of upright shafts, Art. 439, p. 346. Fig. 2. — No. 1, No. 2, and No. 3.— Pivot of upright shaft Yamng a sted foot. Art 440, p. 346. Fig. 3. — Cylindrical steel pivot. Art. 441, p. 347- Fig. 4. — No. 1, No. 2, and No. 3. — Journal of tlpright shaft supported by a breast, Art 444, p. 347. Fig. 5. — Millstone bush. Art. 445, p. 347. Fig. 6. — No. 1, No. 2, and No. 3. — Headstock framing for supporUng gud- geons of water wheel, Art. 446, p. 348. Fig. 7. — No. 1, No. 2, No. 3, and No. 4. — ^Wooden framing for lying shafts, Art. 447, p. 348. Fig. 8. — Framed post. Art. 448, p. 349. Fig. 9. — Framing for lying shafts suspended from a ceiling, Art 448, p. 349. Fig. 10. — No. 1 and No. 2. — Bridge and pedestal of upright shaft, Art 449, p. 349. Fig. 11. — Wooden framing of an upright and lying shaft connected by borel wheels. Art 450, p. 349. Fig. 12. — Framing having cloves, Art. 451, p. 349. Fig. 13 and Fig. 14. — Transverse sections, showing forms of pieces of timber and of iron. Art. 456, p. 351. Fig. 15. — Feathering, Art. 457, p. 352. Fig. 16, Fig. 17, and Fig. 18. — Represent advantageous forms of sections, Art. 457, p. 352. Fig. 19. — No. 1 and No. 2. — Bridge made of wood for sustaining lying shaft. Art 458, p. 353. Fig. 20. — No. 1 and No. 2.— Bridge made of east iron for nwtsining lying shaft, Art 458, p. 353. EXPLANATION OF THE PLATES. 425 PLATE XIX.-ESSAY VII. Fig. 21 Headstock for water wheel, Art. 460» p. 353. Fig. 22. — Mode of snspending lying shafts by cast iron, Art. 461, p. 353. Fig. 23. — No. 1 and No. 2. — Cast iron framing for supporting 3 pair of flour-mill stones, Art 462, p. 353. Fig. 24. — No* 1 and TSo. 2.—- Machine palled iqu$ezer$j used in bleaching, haying cast iron framing, Art 462, p. 353. EXPLANATION OF THE ADDITIONAL PLATES OF THIS EDITION, NUMBERED AND DESCRIBED FROBI PLATE XIX. PLATE XX. Represents several diagrams, shewing the theoretical mode of describing tlie teeth of wheels ; to accompany (the Appendix A.) Professor Willis s Paper on that subject, pp. 149—157, and 166—172. PLATE XXL Bbahah's original Slide Rest. Fig. 1. is an elevation; Fig. 2. an end view; and Fig. 3. a plan of Bramah's slide tool, which was first used in the year 1 794, and was the workmanship of the late Mr. Maudslay, made by himself when in the employment of the late Mr. Bramah. The work to be turned is placed in the usual way between two centxe pieces, one is shewn in Figs. 1 and 3, by Cy where it is secured. The square bar dy on one end of which is fixed the tool, is then made to advance by means of the screw e, working through a nut, secured to the square bar d by a small set screw ; this nut piece can be moved along the bar according to the length required, and by turning the handle e, the bar i'ard by^, which are alternately worked by means of the small clutch ^, thus giving a revolving motion to the square threaded screwy for advancing the tool irame / along the barrel to he turned ; this motion is made self-acting by means of two small bars pp fixed to the clutch lever, having projecting pieces on their sides, with wliich the frame / comes in contact, and pressing against them, draws them and engages the clutch in the wheels for giving the oppoaitc motion, while the object of the handle h' is to disengage it by hand. The spindle on which these small wheels arc fixed runs freely in brasa bearings fitted to the heodstock f . I I on EXFLANATION OF THE PLATES. 431 On the opposite end of the machine is the hcodstock m, haTing bo ftd- justnhle centre d, worked by the screw and handle m", and may be fixed in orv required position by a small set screw ?n"'; this bead can be moved kloiig die bed b, to suit the length of any barrel n, and by the cross bar and traits m' may be secured to it. The musket barrel to be turned is slid on the long bar or mandril n', which it fits very tightly. One end of tliis maiHlril is then dropped in the chuck e for carrying it ronnd, while it is centred at both ends in the centre pieces f'e'. The most curious part of this mnclunc is the frame I for holding the tools and likewise the barrel of the musket being turned ; which latter operadon is rendered rather difficult from the irregular shape of tlie barrel. Fig. 3 shews a section, looking at the fmme I, which consists of a bock plate, on the face of which is a broAs plate with the eccentric grooves shewn by tlie dotted lines struck from different centres ; between the latter plate and the back plate are four dies sliding in V's, having ribs irorking in the above grooves, which, not being concentric, press them against the barrel, and thereby hold it firmly while the tools V are turning it; but as the diameter of the barrel alters, it is necessary to loosen tlie dies, in order to allow the frame /, of wliich they form part, to slide along the bed on its V's. This is thus effected : a curve bar or template k, suit- ftblo to the curve required by the barrel, is firmly screwed to the side of the bed, its npper edge i, Fig. 3 and 4, being of the shape of a V, on which the lower part of the rack f" slides, the upper part working at the same lime in the V's screwed to the projection given to the back plate / by three •crews. Thus the motion produced by the curve of the bar it is transmit- led throngh tlie rack and the segment V to the grooved plate on which the latter is fixed; the result of this is the tightening or looseoing the four dies, which must naturally be the case, as they have ribs working in the grooves, which they are compelled to follow. By the weight suspended from the vertical rack, any irregular motion lliot might take place is en- tirety obviated, it being kept firmly n'orking on the upper surface of 'Sa.ii curved bar it. while the small handle is provided for the purpose of raising it by band when required. There are two tools l\ Fig. 3, filed to one of the four dies already described ; tlie one farthest from the frame / is for rough turning, while the other follows it, giving the finishing cut. A small bearing is provided on the bed for supporting the outer end of le screw j^ and the standards are well secured to the floor by bolts for "QlKt purpose. This machine is capable of turning and finishing three barrels per hoar ; and similnr machines tire in use at tlte Hoval Armoury of Enfield, fitted up Llovd and Co., and twelve of them, in conjunction with a com- f mncliinery fur nmkiiig musket^ arc at work in the Imperial 432 EXPLANATION OF THE PLATES. Armourj at Constantinople, constnicted by Messrs. Bemue, bendes ma- chines for tlie French Goverament and for his Highness the FmIm of PLATE XXIX.— Figs. 1 and 2. Portable Hand Drill, by Messrs. Nasmtth, Gaskbll, and Co. The utility of the little machine shewn by Figs. 1 and 2, is its porlir bility ; and it is found very conycnicnt in drilling holes in sach pieces of machinery which if required to be brought under a larger machine would cause great delay and iuconyenience. The frame a carries the upright drilling spindle b^ the top of which is a screw e' for raising it by the handle wheel e by hand, while the revolTing motion is communicated to it by the two small bevel wheels for conveying it at right angles. When required to drill a hole in any piece of machinery, it is first of all set in its proper place ; after tliis is done, the handle c, or small fly wheel, is turned round for working the drill, and by a slow re- volving motion given to the upper handle ^, the drill, while working, is made gradually to descend. It can, if required, be secured to its woxlc. Fig. 3. Foot Duill, by Messrs. Nasmyth, Gaskell, and Co. The diifcrencc between this machine and those described by Plates XXX. and XXXI., consists in the mode by which the upright drilling spindle is made to rise and fall. In those referred to, this is made self-acting, while in this case it is performed by the pressure of the foot of the man superintending the drilling of the hole. This machine is driven by the riggers or pulleys ^, the one running loose, while the other is fixed to the spindle for conveying the motion by means of the upper and lower sets of pulleys f, by which the speed can with great ease be made to ^-ary considerably ; this is done by altering the posi- tion of the leather strap shewn by the dotted lines. The motion is then carried at right angles, to the drilling spindle by Uie bevel wheels, for pro- ducing the requisite revolving motion. A moveable table ^, for carrying the work to be drilled, is fixed to the frame a, in which it slides, and can be raised or lowered by the wheel and screw // ; this is found of great use, as the size of work may very mudi vary. By means of the footboard y^ working as a lever on its fnlcmm, the drilling spindle is made to rise and faHl ; the pressure of the foot on the EXPLANATION OF THE PLATES. 433 boBrdycauaing therody to rise, which by the upper lever fixed to tlio frame of the machine depresses the spindle d, while it is revolving ; as soon bs the pressure is taken off, tlie counterbalance weight/" causes the drill to » ascend and take its former position, where it is kept until again used. PLATE XXX. Wall Sidb Drilling Machine, by Mbssrh. Nasmyti The eeverol parts of this mnchinc con»st of a frame fixed to the side of le wall of the building, ngEin§t which arc bolted the frames ib, for carry- iitg the upright drilling bar e, put in motion by the driving pulleys or riggers c, according to the Hpccd required, which is regulated by the diameter of the pulley on wbicli tho atrap works. Independent of this, it has also a double motion, obtained by the two spur wheels pad pinions d; this second motion is fully explained in the reference to the Plates XXXIII. and XXXIII A. This machine is made self-ncting by the spur wheels and pinions // mniig the drilling bar as they revolve ; the njiper port of the screw g has a cross guide h, slidtug up and down between the two upright parallel Tho table k, for carrying the work, is made to slide on the bedy, similar to Ae bed of a planing machine, one of its sides being of the V form, while the other is a Hat smooth surface ; this table is advanced by a chain fixed to it at one end, and works round the rollers m. In the drawing, a small cylinder n is being bored. This machine is well adapted for boring holes fur the pivots of engine and oU parallel holes. PLATE XXXI. I DoDBLE Pillar Drill, by Messbs. Nasmyth, Gaskbll, and Co. I The principle of this mochino is the same as that last described, witli the f a fen- of its parts, which are of larger dimensions, and for The fmroe-work o for supporting the different parts of the machinery, Bts on two upright pillors ; on this fmme is a small shaft for carrying the hring pulleys b and pinion c, conveying the motion to the upper or inlcr- iate shaft by the spur wheel, whence it is taken at right angles to the g bar by the bevel wheels rf; the bar e is raised and lowered by the D the upper jiart of this bar, which screws itself up in a nut ; when uirad to bo lowered, the handle or whcoiy is worked ronnd by hand. 434 EXPLANATION OF THE PLATES. setting in motion the upper spur wheels, thereby commnnicatiiig it to At upright screw and drilling bar. The moveable bed or table hy for carrying the work, travels along the bed g ; it has two motions, the one at right angles to the other, and by the long screws and handles i i is brought in any convenient position. Its principal adaptation is for boring the holes for receiving the tabes in locomotive boiler plates, and in such coses when any number of holes are required. PLATE XXXII. Radial Dhilling Machine, by Messrs. Benj. Hick and Son, Bolton. An entirely ditfcrcut arrangement of a drilling machine from those rally used, may be seen by this Plate ; in all ordinary cases, the drilling bar or spindle is stationary, that is to say, it has no lateral motion, being only able to rise and fall in its bearings ; in this case, the whole drilling tackle is made to slide along a radial bar or carriage, whereby the drill can be brought over the work into any required portion within the limitB pre- scribed by the radius of the arm b. The arrangement of this machine consists of a strong upright column a» bolted in a most substantial way to tlie stone foundations ; a screw c worid up and down in the internal part of this column, according to the he%fat required for the work ; this is made secure when raised to its proper posi- tion by a uut d^ tightened by the four pins on its circumference; the apper part of the screw lias a collar, upon which the nidial bar rests, which at the same time is capable of revolving on this centre ; a carriage for supporting the small square slmft, the bevel \>'liec]s, and the fast and loose puDejB placed horizontally, is fixed to the upper part of the radial bar by bolts and nuts ; on the other extremity of the shaft y, is a second pair of bevel wheels, for conveying the motion at right angles, thus causing the drilling bary to revolve, on the lower end of which is fixed as usual the drill it. The two upright sujiports h are bolted to the travelling frame ; these carry the apparatus for raising and lowering the drill, which consists of two small chains fixed to the top of the diilling bar, working round rollers, and also two others having weights suspended from them, and running over the chain ])ulleys, that with the large weight brings tlie drill down, while it is drilling, which, after it has performed its duty, is disengaged by a lever and rod, ao that its weight is neutralized, when that of the smaller ball comes into o])eration for raising the drilling bar to its former position. On the lace of the radial bar is a rack and pinion /, which, by means of the wheel handle l\ causes the drilling frame to slide along the surface of tlie bar 6, whiob, as already stated, is regulated by the position required for the drill, while tbe EXPLANATION OF THE PLATES. 435 ■qoara epiudlo or sbntl g slides through the wLocl, nnd also the bearing fixed on the bar. Th? motion Is conininnicsted by a leather stm|) on the fast pulley e, tranBmitling it through the bpve! wheels to the drilling bar. PLATES XXXIII. AND XXXIII. a. Upright Dhillino and Borino Machine, bv Mh. F. Lewis, Manchester, In most drilling machiaeB, the motion ia conveyed at once to the npright I bar, by fixing the driving polleya ou it, which is the case in those already de- eribed, os will be seen by rcrerriiig to the Plates ; [ mediate shaft or spindle, placed horizoutally, re [■■trap on the pulleys or riggers c, and is conveyed a r of small bevel wheels k ; a double motioi [ tnacbine whereby the epceJ can be much altered, n this iustaiicc, an inter- «ives the motion by a ,t right angles bv means 1 is provideil to this independently of the F difierent diameters given to the driving pulleys. The mode by which tbia alterauon of speed is obtained is thus : there ore two shafts, one having b wheel working in a pinion, and the other a pinion working in a wheel, each pwr being of the some diameters, Fig. 2 ; it must be understood that the pul- bys e and the pinion shewn in Fig. 1, run loose on tho shaft on which Uio [ ftontwhceliskeyed, andarethore st-cnrcd. Now suppoang a slow speed bo LveqniTcd, it is only necessary to throw in gear the bnck wheel and pinion, ■ sliding the shall in a groove where it may be kept fixed by a pin r distance from tlie fulcnim given to lever i; this may be altered at pleasure by clianging tbe position of the rod r. The Beif-acting progregs of the table / is thus made to vary from ^\ to -^^ of an inch per revolution of the entnk wheel g. The spiral spring ./' serves to put! up the rod after it has been forced down by the cam rf, and bring back the paiils for a new stroke. The use of the other pauls is to prevent the ratchet wheel from running bock while tliis latter operation is being performed. Another ingenious con- trivuncc in this machine consists in a third or circular motion of the plate /, which turns on its centre, and linving its circuraferencc equally divided hy tfie notches m, may be moved ronnd an equal angular distance at a time, ■od by the spring or catch n is retained in a Bxed position while the tool is nt work. Tliis arrangement is found to be very advanti^oiis in cutting the key grooves of wheels, being required to be perfectly equi- distant. The riggers / arc worked by a strap from the main shaft, and next to tfaem is hung a tly wheel e, to regulate the motion ; these and the emnk wheel g are securely keyed to the spindle c. The reciprocating motion is then carried to the slotting bar b, hy a smal! connecting rod h; it, are groove-pieces fixed to the frame in which this bar works ; the length of the stroke may be altered by slidiug the cnmk pin «, in a groove provided on ibo plate _o, but its longest stroke cannot exceed 8 inches. The different parts of this machine are fitted to the frame or standard a, having on its two inteniol sides V's, in which the table frame slides, which may be either raised or lowered by the handle underneath. The screw handle q and also the huidle on the ratchet wheel, serve to bring back the tables after they have advanced hy the self-acting apparatus. The action of this machine is to that of the morticing machine at Portsmouth. PLATE XXXVI. Machine fob cuttino Kev Ghooves in Wberls, bv Messrs, Nasmvth, Gase^sll, and Co. Another descri iffering merely in detml from iiotti ng machine is represented hy this Plate, last described, which is limited to the e of the work it is capable of performing by the two sides of the indard frame preventing the admission of large wheels. In the (iresent ichine, a wheel of any size can be grooved, the whole of the machinery eing uudcmeath instead of above the table. The four small colunms a, support the table b, on which there is a bed for ifac alido to work in ; on this, the dividing pktc m b placed, having iU 438 EXPLANATION OF THE PLATES. ciTcainfercncc notched in a similar way to the machine deacribed in Fbte XXXV. The spindle e, is driven by the rigger e, and baa a Hj wlied d^ to regulate its motion ; on tlie end of this same spindle is a pinion, wotkii^ in the crank spur wheel y^ connecting the motion to the slotting bar by tbe rod k ; the position of the crank pin ^, may bo altered to any convenient length of stroke by sliding it along the groove shewn on tbe face of tbe apor wheel /. Thus a reciprocating motion is given to the bar t^ baring on Hi upper end the tool for cutting the grooves, represented by the dotted Ibifli on the large spur wheel being cut. This machine is made self-acting by eccentric or cam on the spindle y^ which raises and lowers the small 1 by means of upright rods working the ratchet wheels jy and paola t; tbe ratchet wheels are fixed to long square threaded screws (the length of tbe bed), and work through a nut fixed to the underside of the sliding tabk^ which may be inclined or placed at an angle suitable to the taper reqnired for the key. The handle / prevents the circular dividing plate us from changing its position while the groove is being cut^ after which it is dis- engaged from the notch by hand, till it meets a second one, eqnidistsntly divided. Between the columns tlie diagonal stays are placed, to give strengtb and stability to the machine, there is also a cross plate running from one side frame to the other, through which an aperturo is made to allow tbe slotting bar t to work through. The tool on the top of the slotting bar can be altered at pleasnre, by un- screwing the small screw which secures it in its place. It is from the advantages derived by the principle of this machine, wbicb admits wheels of unlimited diameters, from its underneath motion, tbst Messrs. Nasmyth, Oaskell, and Co. have founded their patent PLATE XXXVII. Large Slotting Machine, by Messrs. Nasmyth, Gaskbll, and Co. Among the variety of slotting and key-grooving machines already do- scribed, there has been none similar to this, cither in the general arrange- ment of its parts, or its capabilities as to the magnitude of the work it is capable of slotting ; it is altogether a much larger machine, and of simple contrivance. A cmnk is shewn in the drawing, having its sides pored off by the tool ; however, it is not solely confined to cranks, but may bo used for any machinery that can be placed within the limits prescribed by tbo two columns. The arrangement of this machine consists of a rectangular finme a. Figs. 1,2, and 4, upon which arc placed the plummer Uoclu for euryiiur EXPLANATION OF THE PLATES. 139 ibo shaft bearings; tho two columns o' o' resting on tlie top of the bed b sapport this upper eiilabloture frame a. Like most slotting ma- chines, the plate for carrying tlic worlt lias three different motions, the two first at right angles the one to the other, while the third consists of a circu- lar motion, which is required when the work to be operated upon is drcu- iar. TIic first is longitudinally along the bed b ; this is done by working the ratchet wheel and screw e", thus drawing the slide e ; the second at right angles by the ratchet wheel and screw d" working the slide <^ in a transverse direction ; and lastly the third, which con^sts of a circular plate having on its circumference the worm wheel c, made to revolve on its centre by working the worm or endless screw and the ratchet wheel c*. The screws ^ and if severally work in nnts fixed to the under sido of the slides, one of which may bo seen, by the dotted lines shewn by Fig. 3 in the plan of the bed-plate. Fig. 4 shi tool or slolilng bar i ; the n i from the driving Bboft, is which is a spur wheel and pir to the large spur wheel i, t (pvih plan of the driving gear fur working Uio being conveyed to the riggers or pulleys icatcd to another set of pulleys upon n, conveying it through an intennediate shall which is fixed the connecting rod_/; by this connection tlie wheel A answers Loth this purpose and that of the crank, lying the alternate or up and down motion to the slotting bar k. different arrangements that may be ^ven to the wheels and driving rig- pulleys I, independent of i!ic double motion, similar to that de- ibcd by Plate XXXIII. and XXXIII. a., a great variety of speeds may bo obtelned, which is of importance, some ports of machinery requiring a much greater velocity than others, white being opemted upon. The hollow bar k is guided at one end by passing through the upper part of the frame o, which is all one piece ; this may be seen in Figs. I and 4 ; and the length of the stroke may be altered to suit the work by clianging tlie position of the connecting rod _;' on the slotting bar it, sliding it in a ■iDove provided for that purpose. sThe three different motions already described are rendered self-acting by k|nn on the spur wheel h striking as it revolves agmnst the lever shewn by the dotted lines in Fig. 1, which commimicate with the levers, rods, and small bevel wheelsy, and ultimately givenself-aclingniotion to the different Handles arc placed on llic three ratchet wheels, for working them ;. 2 shews the tool / in the a |r which the third motion is put < t of paring the circulor part of a crank, 1, and the other two are consequently e frame is strongly secured to the stone foundutioj: Iag-. This machine has a double motion, ramihr to that described in the drilling and boring machine, Plates XXXIII. and XXXIII. A., which, as it is there shewn, is obtained by two pairs of spur wheels and pinions c. In this case, when the quick speed is required, the knrcr shaft, pinion and wheel is slid through its bearings in a simihir way to die second motion of a crane or crab, a projection being ^ven to the end of die diaft for that purpose ; and when the slow motion is used, the lower shaft is again brought into the position shewn by Fig. 1, the wheel coming against the collar on the upper pinion, and the collar of the lower pinion against the upper wheel ; these collars prevent them from going any farther, while die moveable stop, Fig. 4, keeps the lower spindle in its proper position. The chuck f^ Figs. 1 and 2, forms part of tlie shaft for canying die pulleys ; and in it are fixed the dies for cutting the thread on the sdew, which may be taken out at pleasure, and others put in their place, by loosening the set screws ^ ; a second chuck or frame. Fig. 5, (for aappoii- ing the screw, at its head, between the dies,) slides along the guide bolto dd^ as the thread is being cut on the screw ; when this operation is fiidahed, die round headed screw, Fig. 5, is slackened, and consequently the screw is liberated and another put in its place. In cases where nuts arc to be tapped it is only necessary to reverse the operation by putting the nut in the chuck f^ and the tap in that marked e, where they are secured as already stated in reference to the screw. The arrangement of this machine is extremely simple in constroction, and it is capable of cutting the threads of screws of considerable diameters. PLATE XXXVIII. B. BOLT-SCKEWING MACHINE, BY' MeSSKS. BeNJ. HiCK AND SON, BOLTON. The object of this machine is the same as that described by Plate XXXVIII. A., and its arrangement and principle are in cxcry respect si- milar, with one exception ; instead of a double motion, as is the case in that above referred to, this has a backi^-ard and foni*ard motion given to the hollow shaft, which is thus effected : — there are three driving pulleys, c^ Cy d; when the strap runs on r, the machme is put in motion bj the spur-wheel and pinion c\ thus communicating it to the chuck /^ for holding the steel dies or cutters ff ; as soon as the whole length of the acfew lias been cut, the macliine is required to be reversed, which may be done EXPLANATION OF THE PLATES. ' shnft, tliiia drawing tlic by running llio strap from the pulley c on to that wlieel d' is set in motion by a pinion on the on to the lower driving spindlu former position ; and kstly, when the machine n on to the circmiiference of the centre pulley c, spindle, revolves u-ithout producing any effect on machine. The upper bolts b, for steadying the t' for the sliding frame. These and the other parts, e of d, whereby the internal cylinder, revolving freely w back t< ; rest, the strap is passed licL, being loose on the le working parts of the ' frnmcB, form alsw guides I already sfdd, m IS the machine last described, which renders all further description useless. PLATE XXXrS. &ELF-ACTIMQ NUT-CUTItNO MacUINE, BV MbSSOS. NASIiyiH, Qaskell, and Co. rtl The machine shown by this Plate is supported on a fiarao nmilor to that described by Plate XXXVI., where the table or beJ,^ is fixed to the four columns, which ore much strengtliencd by the diagonal crosses, • The spindle driven by the riggers or pulleys e from the nuun shaft runs freely in brasses fitted in the heads dd; on one end of this spindle the ■teel uutter a is fixed ; the slide y*', on which is placed the dividing plate or Llock, is advanced between the two V's bv a screw, having at one of its extremities a ratchet wheel i, worked from the main spindle by means of a small strap, the two small bevel wheels conveying the motion at right angles, thus advancing the ratchet wheel, which, as it turns, vorka (he screw through a nnt fixed to the under side of the slide /', thereby making it self-acting ; _/ is a small handle for the purpose of bring- ing bodt the slide by hand, after it has performed its work. By this ma- chine a very great saving of time is effected in planing or siding the faces of nuts, witli the utmost accuracy, and with an almost incredible saving of time, for in ordinary cases the work performed by this machine was en- tirely done by cliipping aud filing. The mode of working it is simply by fixing the nut as it comes from the forge on a mandril, aud tho (iktter in a hole on the block A, where it is securely fastened by a small nut re, it is then advanced to the cutler by the slldey, where it receives a ectly smooth face ; the block is then disengaged from the handle c in 0 notch y, and made to revolve till it comes to the following notch, where \ u agiun secured. The block is divided into six and eight equidistant portions suitable to either square or six-»ided nuts. The small tank I contains water, kept constantly falling on the cutter a, T the purpose of keeping it cool. The spindle upon which the nnls ace to be cut may be suited to any s isliewn by tho spindle tn. 414 EXPLANATION OF THE PLATES. PLATE XL. Machine for CiTTiNr. the Teeth of Wheels, bt Mb. F. Lewis, Manchester. Bv this machine, wheels of the following description maj be cat: lrt» common spur- wheels ; 2n(Uy, conical or bevel wheels ; and 3dly, worm- wheels. a a represent the tr^'o side frnmes, the one of a V shape for the slide ^ to work on, while the other is a flat smooth snr&ce. The mafthmeiy supported by these frames may be divided under two different heads, tie. : I St, that required for giving the revolving motion to the wheel to be col; and 2ndlv, that which is requisite for working the cutter in the Tarioaa positions it assumes. 1st. Machinery for turning the wheel. The spindle b has on one ex- tremity the handle b\ which works round the circumference or rim of a plain wheel, shewn bv the dotted lines ; this wheel or rim has on its cir- cumference two notches^ equal to the \i-idth of the handle b\ in one of wUdi it falls, and is there kept fixed during the operation of catting one tooA. On the opposite end of this spindle is a small spur change- wheel e, working through a second or intermediate one, that fixed to the H'onn spindle^ the worm d then conveys the motion through the worm-wheel e to the upright spindle /i on the upper end of which is placed the wheel to be cat This spindle revolves in brass bearings fitted to the end frame. The change- wheels and pinions ccc may be altered to regulate the speed and consequently number of tcech and pitch given to any required wheel, this, as will be seen, is very easily done by unscrewing the screws which connect the bearing pieces of the two pinions and intermediate wheel to the side frame, when wheels of ditferent diameters can be put in their places ac- cording to the required motion. This at once regulates the distances of the bearing pieces, after which they must be well secured to the frame by again tightening the nuts. 2dly. Machinery for working the cutter ;/i, consists of a cross slide ^ tra- velling on the top of the frames a, a^ already described ; this is moved back- wards and forwards by a screw working in a nut, and a small handle, whidi is not >een in the drawing ; on this slide the frame with the two headstocks / position of the cutter m, which may eoaily be taken out and replaced by ^Hniother by unscrewing the small screw n. I The frame o a is firmly stayed hy bolts and nuts shewn on its side*. It must not be forgotten that when the headatock frames A and J have assumed their new positions dcscrihed by the second and fourth motions, there is fixed on both the sides of the screws or holts upon which they turn, two smaller holts working in slols or grooves, by which they are firmly bolted, ' otherwise the frames might slip, and this would cause great damage to the Drk being operated upon. 1 , Any one of the different positions given to these frames may be uhtained lependently of the others, or they might he need all together. L The following description will shew the mode by which this machine is cn-lced for the different kinds of wheels : — s present position it is regulated for cutting the teeth of a common r wheel, which is securely fixed to the top of the upright spindle /"ond e to revolve as already described hy tiie handle b', which works from Utcb to notch for every tooth, the change-wheels ccc being regulated to the retjuired number ; hy this operation of the handle, the distance moved bv the wheel to be init is always the same, thereby ensuring the utmost accu- ^^^y, Tbe whole of the machinery resting on the frame g is advanced till ^Hb cutter comes close to the wheel ; the shding fnune it, to which is con- ^Hfpcted the cutter, (which is now put id motion by the pulley and small spar ^^rhtsels,) is lowered by the handle working the rack and pinion k' till tt comes in contact with the tooth to be cut ; after the porfonuancc of thin operation the frame p is drawn back by a screw and handle already de- libcd, when the nlieel is again made to revolve the distance of one tootli, i the operation of the cutter repeated. In the case of a bevel-wheel, the working of the machine is similar, the Y difference being the position assumed hy the cutter-frame, whi(^ is B to incline forward at any angle suited to tlio bevel by llic third motion 446 EXPLANATION OF THE PLATES. described; this is again altered when it is required to cut the teeth of a worm-wheel, simikr to that shewn in this Plate by e, where the teeth are seen at the angle of the worm ; for this purpose the machine assomes the position described bj the fourth motion ; and lastly, i^hen used to cut the teeth of skew berel- wheels by the second and third motions combined. It is unnecessary to describe the utility of this machine , or its acca- racy, when small wheels with an extremely fine pitch are required. One has now been in use for some length of time at the Bank of England, where it is found to be very useful in cutting the teeth of the small wheels re- quired in that complicated and ingenious machine for marking the numbers on the bank notes, the numbers changing as fast as a man can feed the machine. The following Plate shews a larger machine of the same description, which may be better understood, and has the same letters of reference. PLATE XL. A. Machine for cutting the Teeth of large Metal Wheels, BY Mr. F. Lewis, Manchester. This Plate represents two geometrical views of the last described ma- chine, by which the different motions vrill be understood with greater facility. It is in every respect similar as to its working parts, with an additional self-acting motion for working the cutter, which operation in the last case was performed by hand. It is also adapted for cutting the teeth of much larger wheels from the length of the bed or frame o, upon which the cutter frames slide. The letters of reference and description are the same as those described in Plate XL. ; consequently a repetition ^ill be useless, it will only be necessary to describe its additions, consisting of the self-acting motion obtained by the bevel wheels s communicating the motion of the driving pulley / to the upright spindle f, on the top of which is the spur wheel and pinion working the worm w, and consequently the worm wheel w' fixed on the same spindle as the handle k^' and pinion k\ thus raising the cutter frame ^, on the back of which is fixed the rack. The worm wheel ?/ is seen in Fig. 2 by a dotted line behind the spindle f. The handle X:" serves to raise the frame k by hand after the tooth is cut by the self-acting motion, which is found to be a great improvement in the capa- bilities of this machine. The two side frames a a are connected together bv the stretching bars v provided for that purpose. From the great diameters of the wheels this machine is capable of carrying, which are fixed to the face plate o by the bolts and nuts o'o\ it is evident that were it not for the adjusting screw or stay /), a considerable d^ree of EXPLANATION OF THE PLATES. 447 motion would be felt at that part of the circumference where the tool is operating, and great inaccuracy would be the result ; by the stay /?, this evil effect is entirely obviated, as it may be adjusted to any required height. Wheels of the follo^ving description and sizes may be considered within the limits of this machine : spur, bevel, worm, and skew bevel wheels, five feet diameter in iron, and 10 feet in wood, having a breadth of 14 inches with any pitch or number of teeth. PLATE XLL Machine for cutting the Teeth op Wooden Wheels Models or Patterns, ani^also those op Iron, by Messrs. Nasmyth, Gaskell, AND Co. This machine is beautifully drawn in perspective with the usual felicity of Mr. Nasmyth, and intended for the same purpose as those described by Plates XL. and XL. a. Instead of the machinery being fixed to a table, it is here made to slide on the bed 6, supported at both ends by the stand- ards aa. It is driven by the leather strap c on the rigger, which receives its mo- tion from the main shaft. The bevel mitre wheels d then convey it at right angles to the large band pulley^ whence it is carried to the small pul- ley fixed on the cutter spindle^, adjustable by the set screws/ both at top and bottom. The spindle e, and also the driving spindle upon which the rigger is fixed, are fitted to carriages bolted to the bed b. The small pul- ley / is for the purpose of keeping the band / tight, as the position of the cutter frame alters ; it consists of a weight hung over a tightening pulley, the weight / falling as the bandy* slackens; the small column for carrying the pulley being fixed on the slide ^, wliich can be moved the whole length of the bed b ; on this slide is shewn a circular plate, having a centre on which the upright frame h is made to turn. By means of the wheel and handle ib, the cutter frame t can be raised or lowered in the frame last described, by loosening the two nuts shewn on the back. The strength of the frame h is much increased by the rib shewn in the drawing. It is obvious from the foregoing description that by this arrangement the following motions are obtained : 1st, a longitudinal motion along the bed ; 2dly, a circular motion ; 3dly, a transverse motion, which is required for cutting the whole width of the tooth, the frame being worked by the screw A' and handle hf^ ; and lastly, the motion necessary to adjust the position of the cutter to the centre of the wheels whose diameters vary ; this is per- fonned by the handle k. The dotted line shewn in the drawing represents a very large spur wheel o o 2 448 EXPLANATION OF THE PLATES. pattern of mBlioring / presses against a pin, and consequently the curve X* against a screw y, directing the tool to tlie required shape of the tooth. This i*< qnired, while the long square-threaded screw m works in a hosi on iron EXPLANATION OF THE I'LATES. 449 the fnune in which the curve k is situate, its other extremity being tixed to the frame o' for carrying the ratchet wheel o, prevented from turning cither one w-ajf or lie other by the springs or paul« jy. Tliis machine is thus put in motion ; [he wheel to be cut being 6xed on its projier centre, which in tliis case differs from those already described, ^m its hciiig secured to a part of the machine itself. An olleniate rao- is conveyed either by a crank or other suitable means to the rodey, consehnnnier Mock and a step //, both of these being made of brass. The vertical bar is made in two parts a and c, the upper one a for cany- in^' the cutter head or borin Co. Tlie |>erspective drawing shewn by Fig. 2, represents a planing machine iF ordinary constniction, ivherc the tool is fixed and the work moveable. It consists simply of a bed a uhoiit nine feet three inches long, upon which e iniyelliiig Inbh' b works backwards and forwards. The wheels for work- ing this table arc so arranged ae to bring it bock after the work ha« been It a niueh greater speed, thereby saving time to a very great extont. e two side frames ee have on their faces the upright slots or groovds ifif, D wliicli the cross frame e brought to any required curve, by passing it between the rollers A 6, which are regulated by the large adjusting screws ^y. The driving and loose riggers a a have the motion comiuunicated to them "hy a leatlier strap, from a shaft worked by the engine connected to the esta- blishment, the spur wheel e on an intenaediate shaft, then conveys it by a n to the large wheel, on which is fixed one of the rollers b, the other being worked by the two pinions on the opposite side of the machine. The fiy wlioel (1 is placed on the driving or rigger shaft, and by its great weight ^vee a. regular steady motion to the different working [>arts of the machine. The roller bearings aje adjusted by the large square-tlireaded screws working in the two side frames e for supporting them. Much additional strengtli is ^ven to this machine, by the stretching bolts//, which bind it together. By placing a handle on one of the arms of the fly wheeltl, this machine inight be put in motion by manual power. PLATE XLIX.— Pigs. 3 and 4. Vice fob ccttino Boilkr or othbb WBonoHi Ibon Plates, by Messrs. Nasuyth, Gaskrll, and Co., Manchester. Figa. 3 and 4 aliew a simple contrivance, by which n-rought iron plate ■n be held secure in a frame, while the edges are cut with a chisel. The Trnme conaals of the upper and lower parts of a vice a and c, the fates of which are hardened steel, iwtween these a wrought iron plate d is placed, where it is securely clamped by tightening the two nuts on the large squarc- btreaded screws ft, keyed through the frame, which also connect the ma- diine to the foundation of the building. The chisel t for cutting this plate is shewn by Fig. 4, by which the work IB performed in a very perfect way. The lower vice frame « is much strengthened by tlie ribs shewn by Fig. 4, which give it a Krm bearing on the ground. PLATE L.— Fios. I and 2. PuNCHiNd Machine, by Mhssrs. Kinmond, HuTTrtN, and Stbrl, UUNDRE. These two figures represent an elevation and an end view of a machine T punching holes in wrought iron plates for boilers and other purposes. The Rtrong frame J, which carries the whole nf the machiner)-, is maile 462 EXPLANATION OF THE PLATES. of cast iron, and is Very firmly fixed to the floor of the bnildiiig. The pat leys a receive the motion from a line of shafts ; one of these runs looM^ and tlic 8tra]) is thrown on it when the machine is at rest* The qpeed given to tlie pimching spindle £/ is reduced hy two pairs of spur vdiedb wdA pinions c c ; upon the end of the spindle^ is fixed the eccentric or Gamy ivindi, as it revolves, raises and lowers the slide h for carrying the punch e, 'wUdi works in a die y^ large enough in diameter to fit it, and through thia die passes the circle of the plate cut out hy the punch. A very uniform motion is obtained by phicing the heavy fly wheel i oe the main driving shaft. The different ports of this machine can, without difficulty, be taken eat and replaced by otlicr suitable to larger or smaller work. PLATE L.— Fios. 3 and 4. Messrs. B. Hick and Son's Mandbil for rxpandino Kxnqs. The mandril in a lathe, is that part upon which tlic work to be turned k placed or fixed, consequently different mandrils arc required to suit the va- rious kind or forms of macliincry to be turned ; by tliis contrivance of Mr. HickK, rings of very different diameters may be turned ; a few words will give an idea of the mode in which this is performed. The spindle or man- dril a is of a cylindrical form, having a square-threaded screw at one end ; on tlie larger or middle part of this mandril arc four grooves, in which the conical pieces care made to slide, and have on their circumference the ring d to be tunied ; a tightening cone ^ of a cylindrical shape is then placed on the screw, and by screwing the nut, presses it against Uie four pieces c, thos expanding them till the ring becomes quite securely fixed on their circum- ference. By this means, rings of various diameters may be turned, within the limits intended by the mandril. PLATES LI. and LIL Machinr for Punching Boiler Plates, by Messrs. Maudslat, Sons, AND Field. Fig. 1 is an elevation, Fig. 2 a plan, and Fig. 3 a side view of a punch- ing machine on a very improved principle, whereby the plates required for boilers and other purposes may be punched T^ith the greatest possible accu- racy, insuring at the some time very superior workmanship and gml dis- ])atch. It is usual in all ordinary punching machines, fiist of all to nnk out the rivet holes in the plate, by a template, with white pamt^ end dwn EXPLANATION Of THK I'LATES. i63 l to place it as nenr as the eye will pennit under the punch ; by the coDtriv- ttace of this machine, this operation is entirely dispensed with, it being only Seccseary to fix the plate to a travelling table, and then to adjust the various Jiarts of the machine to the proper distance reciuired between the rivets. The large cast iron frame /I carries the several parts of the machinery, and also the two plummer blocks for supporting the hearings of the lying Aaft a running the whole length of the building, for the purpose of work- ing other machines ; this frame is securely bolted to the wall, which, added to its own weight, gives it great stability. On the shafts a, connected together by the two coupling boxes, is placed the crank b, the motion being communicated through the crank pin to a connecdng rod c, to which is attached the upper lever d, being always at work, while the shaft a is revolving ; the fulcrum of this lever is on the (tKtae p. A lower lever e for raising and depressing the punching frame / has also its fulcrum on the same frame ; this last lever working only when the punching operation is being performed. On the top of tlie frame p is A lever and long rods e' for engaging and disengaging the machinery. The mde view represented by Fig. 3, shews the machino at work, and by draw- ing down the lever e", connected by the rods to the eounterbolance weight, which will allow it to remain steady in any position, they are disengaged ^ra the pin on the lever arc much strengthened by placing a square ;ht iron bar between them, in places provided for the jiurpose. im llie above description, it uill be seen, tlint the advantages pos- i«l by this machine, more than compensate for the increased number 3 parts, which are but few when compared with its superiority over e of ordinary construction ; there are several at work in the boiler shop r Majesty's Dock Yard, Woolwich, PLATE LII. A. Steam Punching Maciiinb, by M. Cave, Paris. The mode of applying the motive power to this machine is altogether on a different principle from the others contwned in this work, to which it is either conveyed through wheels, pulleys, straps, or bands, driven from the shafting running through the building. In this case it is worked by a small steam-engine, connected to and forming part of the machine. In the steam ^linder a is a solid piston and piston rod b, accurately fitted, the cylinder Lbeing bored out in the usual way ; (^ is a shde valve, worked bv the rod d on e faces of the ports c' and c", the former for tie admission of steam to the f ojrlinder, and the latter for the exhaustion, whence it is carried through a pipe to any convenient outlet ; the rod d works steam tight throui;h the etuffing box of the slide case, which contains the steam brought by the a pipe e from the boiler. This latter pipe is connected to the valve iwng, by flanches bolted together. [ On the lop of the piston rod A is a cross head 6', on either side of which e the links yy connected to the punching lever y"; two small rollers &' b'. Fig. 3, are placed on the outer ends of the cross head which slide up and down in the guides ,/""/"", whereby the parallel motion of the piston is kept I perfectly true. On one end of the punching lever _/ is the connecting rod t, for conveying the altoriiatc or reciprocating motion of the piston tltrough I ^Lbeing »liefi ^Fojrlint 4>G6 EXPLANATION OF THE PLATES. the crank / to the fly wheels ira, by which it is r^ahted. Oil die end of the lever f (whose fulcrum is on the frame A) is the cylinder for holding the punch, both of which have projeetiiig pins ob for connecting them together by the wrought iron links ^ ^^ for the parallelism of the punch, these links being adjostable by the above. The punch n is connected to the lower end of the cjlinder $\^% key, as shewn by Fig. 8, while the die o in which it works can be ahcnii according to the size of the punch used, by the two small adjoBtiiig tovn shei^-n in Fig. 1 . A stop p prevents the plate from rising after it has bees punched, the circular pieces punched out falling through the apertme « pn^ vided for that purpose. The strong frame h for canying the several parts of the machine, is »- curcly fixed to the stone foundation ; on the front part of this finame is s cap (fixed by six bolts and nuts, Fig. 4, representing a sectional plan of tlw frame) which is tightened according to the wear of the cylinder g^ ^riuch becomes considerable after having been at work any length of time ; by tUi means, any irregularity in the motion is entirely obviated. The long lever^ is fixed to the rod d for alternately opening and ■l»w**iiig the ports (f and c'^ by the slide valve, which operation is performed by Ae lever y^ as it rises and falls, striking against the pins cTaT, the counteibafaneB equalizing the weight of the opposite side of the lever ; whose falerom is screwed to the upright guide frames f'\ and projects consideiably ow them, Fig. 1 . The handle /' is connected to the lever y, for starting or stopping tlie engine by hand ; and by means of the pinsy' on the two up- rights fixed to the upper side of the frame h^ the lever j is secured when the machine is at rest. In its present position the working of this machine is as follows : steam being admitted by the pipe e to the slide casing, passes through the stesm port erfoctly smooth ; to accomplish which, this contrivance has been used. Figs. I, 2, and 3, severally shew a side elevation, an end elevation, and a plan of a double face grinding machine, the one side being a repetition of the other. To the two cast iron cross frames a a, are bolted two large plunimer blocks for carrying the main shaft, having at each extremity the circular frames divided into twelve compartments, in which are placed the grinding stones f^ each being adjustable by the small set screws m round its circumference. On the top of the cross frames a, are placed two longitn- dinal frames b h^ made also of cast iron, for supporting the long bed frames c c, and also the self-acting apparatus furnished to this machine. Two motions, the one at right angles to the other, are given by the slides d working along the beds r, and also the face plates e for carrxnng the work, by which it is brought into contact ^ith the grinding stones. Pits are made to allow the wheels, ior carrying the stones, to work in. Tlie self-acting motion given to the work being faced, by means of which it slides along the bed c while the grinding stones are revolving on their axes i-^ thus obtained : on the main shail next to the driving riggers or pul- leys ^, is a worm /, which, as it revolves, works a worm wheel rejnresented EXPLANATION OF THE PLATES. 469 by the dotted lines in Fig. 2, tbos commimicatmg ihe motion to the upright spindle ; from this it is carried by the bevel wheels to the spindle running horizontally the whole length of the machine, having at each extremity three small bevel wheels. The action of this apparatus is thus, supposing the slide to be travelling in the direction towards the small bevel wheels, two of which are required for the purpose, while the third or outer one runs freely on the spindle, without producing any effect, the small clutch being dis- engaged from it ; on the travelling slide d is fixed a stud or pin A' ; a long rod h of the same length as the bed e, is moveable in two stud bearings fixed to it As the slide d travels, the pin A' comes into' contact with a second stud or pin adjusted to any position on the rod h^ according to the length of the motion required, which must naturally press it forward, and thereby throw out the clutch on the end of the spindle, which being shifted from one bevel wheel to the other, disengages that which had been at work before, while it engages the outer one, that had been running loosely on the spindle ; by this curious contrivance, the screw for working the slide revolves in a contrary direction, and instead of drawing the slide d towards it, sends it back. A counterbalance weight n is connected to the extremity of the rod h^ for keeping it in a steady position while this operation is being performed. The tappet wheel k fixed on the end of the screw for advancing the other slide e, is also worked by a pin on the same rod A, whereby the work is advanced to the face of the grinding stone ; it is on the upper part of the slide e that the work is fixed. A substantial foundation, consisting of stone work, is prepared for receiving the two frames a a, and to which they are firmly bolted down by strong holding bolts. Another mode of performing this same operation might be adopted, by fastening a whole grindstone into the chucks, and passing a bolt through two surface plates of two feet diameter each, one on the middle part of each face of the grindstone, by which means they would be more effectually se- cured in their places. f I f r. i ,♦ *i ^ r -< I »"! ii • » ; ■ INDEX. Action, manner of . .192 Alder, strength of . . 250, 251 Alloys, strength of . • 260 Alteration of velocity by friction 836 Alternate cones . . . 531 Anderson .... 485 Angle defined ... 71 Arc of a circle defined . .128 Arkwright, invention of cotton machinery . Ash, strength of Asp, strength of Axis, defined Axles, hollow ■ solid . 252. 394. 428 . 251. 253 . 253 . 410 . 231. 236 . 353. 369 Banks, John . Barlow, Peter, experiments Bayonet Beams . . • . Bearings of shafts . Beech, used for patterns . — — — pillows . strength of . Bending Bevel gear — wheels . Birch, strength of . Bismuth, strength of Blocks . Bodies of shafts Bone, strength of . . 351 by 259 . 295 338. 352 . 456 . 128 . 346 . 251 . 222 . 51 51.62 . 253 . 260 . 344 . 221 . 252 Page . 270 . 273 . 253 . 346 . 347 253. 261 258. 260 . 344 Boring mill clutch . Boulton and WaU . Box-wood, strength of . used for pillows Bramah, Joseph Brass, composition of —strength of . Brasses .... Breadth of teeth of wheels 95. 97. 200 Breasts 347 Breast wheels, power of . . 332 Brewster, Dr. ... 64 Brick, strength of . . • 254 Britain, manufactures established in 172. 177 Brown, B., experiments by 255, 256 ' Bucket water-wheels, weight of 204 Buffon, experiments by . • 255 Bums, Robert . • • 236 Bushes 347 Camus, on the teeth of wheels 6. 10. 80. 65 Capstan bar . Carmichael, James • Cast iron, introduction of bearings . ■ gudgeons framing . ■ pinions . • 285 . 107 . 274 . 344 198. 205 350.854 50.56 shafts 287.240.850.858 472 INDEX. CSast iron staves ■ strength of — ^-^— trundles . Page 23. 113.204 . 251 . 35 274. 422 . 251 2 Cattle mills . Cedar, strength of . Centres, line of Centre of gravity of shafts loaded with 2, 3, or 4 wheels 354. 372 Charts, construction and use of 129. 131 Cherry tree, strength of . . 253 Chord of an arc defined . . 73 Circle defined ... 72 Circular arcs for describing teeth of wheels .... 23 , Willis's, for the same 148. 151 Cloves 349 Clutches and glands . . 269 Clutch, boring mill . . . 270 second construction . 271 Cogs, term explained . . 1 Cohesive strength of bodies 250. 262 Conductor .... 37 Cones, alternate . . . 336 defined ... 75 friction . . . 302 proportional . . 53 Connection of shafts . .267 Copper, strength of . .250 alloys of . . . 260 Com mills, numbers for . . 215 tackle for . . 299 Corollary defined ... 73 Cotton mills . . . .264 Coulomb's experiments on friction Coupling box . link Couplings, with one bearing — ^ with two bearings 306 267 273 276 267 Couplings for aprigbt d with gknds — — — durability of — — — • round ■ self-disengagiiig square . . 267. Crab tree, strength of Crompton, Samuel . Cross-tailed gudgeons Cubical parabola Curves, epicycloidal Cycloid, form of teeth Cylinder cutters of a defined diameter . . . 75. Cylinder, solid, strength of hollow, strength of 229. Cylindrical shafts . 27S a04 277 278 17i 54 155 197 241 iron . Cypress, strength of - hollow, of 240 251 Dash wheels .... 280 Deal, strength of . . , 253 Decay of timber . . . 349 Desaguliers, Dr. ... 88 Diameter of pitch line • • 55 Disengaging machinery . .291 Donkin's table of radii of wheels 114 Double speed, method of obtain- ing 426 . 278 . 97 . 306 . 290 79.83 Drum shafts . Du'Buat Duncan, John Durability of couplings ■ wheels Eclectic Review, cxtiuct from 173, 174 Edge stones . • • . 337 Egg-formed pivots . • . 847 Elder, strength of . • . 258 INDEX. 473 Page Elm, streDgth of . . 253. 257 Emerson, W. . . 253. 351 Epicycloids, properties of • ?• 17 mode of describing 8. 16 . 8.13 . 12 54. 57. 59 . 11 16.17 16 17 175 176 exterior interior spherical Exterior epicycloid • Epicycloidal curves lengths of ■ areas of Essay on the shafts of mills ■ how treated Face wheel . . . .336 Fast and loose pulley . . 297 Feathered shafts . • .181 Feathering .... 352 FeeUng, a term . . . 222 Fen ton, Murray . • .10 Fen wick, Thomas . . .191 Figure, best, for teeth of wheels 14 Figures iUustrating the slide rest 398. 405 Fir, strength of shafts Flanks of teeth Flexure Flour mills Fly-wheels shafts Force defined immediate, and horses . Fracture Framing of mill-work ' for lying shafts — — upright shafts for flour mills cast iron • wooden • 251. 253 . 243 . 37 . 221 284. 353 . 212 . 216 . .77 of men . 89 336.351 342. 344 . 348 . 349 . 353 . 350 . 348 Free-stone, strength of . Friction of teeth of wheels cones . clutches loss of power by rollers wheels acting by . 254 29.67 . 302 . 301 . 329 . 346 . 303 Galileo 228 Gear 51 spur . . • .18 bevel . . . .51 Generating circle • . . 7. 50 Glands 269 Gold, strength of . • 257, 258 Governors, principles of • . 312 steam engine . . 308 water-wheel . .313 first construction . 313 second construction 315 third construction . 315 fourth construction . 316 fifUi construction . 317 windmill . . 311 Gravity, centre of, rules for find- ing that of shafts loaded with 2, 3, or 4 wheels . 3.54. 372 Gregory, Dr. Olintfaus . . 232 Grindstones, spindles of . . 210 Gudgeons, mode of fixing . 200 diameters of . . 197 cast iron . . 205 malleable iron . 207 strength of . 198 viratei^wheel . 199, 200 stress and friction of 184 pressure, greatest, of 194 table of . . • 202 of cast and wrought iron • . . 210 Gun metal .... 860 474 INDEX. Halley, Dr., on qiicjcloids Hatton on clock work Haxel, strength of . Headstock framing Heating, to prevent Hempen rope, strength of Hewes, of Manchester Hollow axes . cylinders . shafts Holly, strength of . — used for pillows Hook, Dr. Horn, strength of . Horse mill, or oxen power . ^— — ^— performance men and horses • Hatton, Dr. Charles Imison . Inequalities of teeth Inertia . Interior epicycloid . Intermediate spindles Internal pinion Involute teeth properties of length of . Page 17 125 253 848, 849 345 253 317 231 241 181.240 253 846 277 252 190 88 of, hy 90 372 27 28 292 8 206 47 44. 64 63 44 Iron bar, strength of 251. 255, 256 cast, strength of .257 ■ for strength of mate- rials ... . 83. 88 ■ demonstration of power of 254 sliafts — see Shafts. Ivory, strength of . . .252 Jacks, form of teeth for . . 48 Jamiesou's, Dr., Mechanics for Practical Men . . 77.359 Jennies, common Johnson, Dr. • Joints, aniversal Journals — table of cast iron — ^ of shafts, Joumejrs or Joomals Jujeb, strength of • Kelly, William Kyan's preserving timber La Hire Lantern . Lateral stifihess strength stress Lead, strength of . allo3r8 of Leaves, defined Lemon, strength of Lift tenters . — — — for windmills Lignum vitffi . Line of centres Lock pulley . Locust tree, strength of L}ing shafts . 278 48 m SIS su sia SIS S7 857 . MS . 71 1 cast iron malleable iron 251. S5S • S0O . l.« . S51 . 868 . 805 . 311 • diff 8 . 897 . 851 849.348 . 839 '. 841 Machines, power of, men and horses • • • • 90 Machinery, remarks on . .178 changing velocity of 334 Malleable iron shafts . . 849 strength of . 850 Materials for patterns . .188 Maximum effect 90» 91 ^5 pechanics for Practical Men Bchaniciil power explttined 78 - substitute for the 79.83 311.347 S42. 344 humELn hand Men, strength of Metals, strength of . Meux and Co. Mill-wheel work, shafts ■ •-*— stones, on 6xing ^mf^ — Telocity of ^^^•^ work, on fruntog ^fkotnentuin defined ^Hlorvcau, Gayton . 257, 258 ^piotioD, of the methods nsed, when motion is conveyed to wheel-work . . . 299 mechanism for eqiiaJ- iztng the motion of mills ■ 305 — uniform . . .323 Holherry tree, strength of . 251 chan^g velocity of ly, rule for teeth . 278 . 337 ihro^k's experiments myth's remarks on the intro- ' dnction of the sUding principle in tools and machines employed in the production of machi- nery 393 Newton, Sir Isaac ... 76 Nicholson, Peter ... 332 Nicholson's journal . . 349 Numbers, for arranging, for wheel work 115.117 - for horse engines Oak shafts . .841 Odontograph, Willis's . . 168 Oil, effects on couplings . . 286 Overshot wheels, experiments on 232 , theory of . 326 ^~^—^— , power of . 330 ■f velocity of -, weight of 328 Parabola Parallel lines . motion Parent, experiments by Parry, Dr. Pasteboard used for Pattern teeth . Patterns, on making Pedestals Peel, Williams, and Pendulums Perpendicular Pillow block . Pillows . beatings friction of . internal to find the fignre wheel, &C. Pitch . table of Pitch pine, strength of Pi tot, experiments by Pivots, fonns of pressure on . Phine tree, strength of Planing machine Platinum, strength of Plumber block Plum tree, strength of 27 . 134, 125 46,47 of the 21,25 257 347 -176 Polygon defined . . . 73 Round conpling M.n Pomegtnnatc tree, etrengtb of . 251 Romford. Const . . w Poplar, strength of . 251 RDpp,ofH»cfaMter . M Power, nature of . . 78, 77 . mechanical . 78 Sack tackle . . M hortea' 88 ScrewB .... . M of water wheel . 78 SemicaUd puobok . . m 330 Shafts .... . m PrimitiTe ndii 3 geometrical figurea , 39* how made till of Ikte . m Principal diameter . 55 framing for npri^t . SM Proportions of melalg 261 on the bodies of . HI 3 53 S8 lateial atifibess and html n^ . . . 2 table of. . 241 75 proportion of . . 211 Pump mochinery, numhcre of . 123 wrought iron, to ttn Mb- Pnlley, fast and loose 297 teral streas of . . Ml lock .... 297 cast iron 181. ssr eliding . . . 294 cyUndrical 17». S88.I44 hoUow . . MO Quince tree, strength of. 251 square . 223, 224, 2X5 stress upon . . 183 Back and pinion, tcetli for 48 to rcwst torsion 232.235 Radius, to find tlic, of pinion . 50 ivooden . 179, 180. 242 Radii of wheels, table of . 114 ,115 Sickengcn . 257 real . . . 3. 24.. 40 -Sliver, strength of . 251. 257 Red fir, strength of. 253 Slide-rest principlo , . 898 Re-eiignging machinery . 300 Sliding pulley . 294 Ronnie, George 256 ,257 . 192 RciKJrtory, No. 73 . 349 Smcaton, John . 283 Revolving pendulum 309 Solid axles . 353. 369 Robcrton, John, on teeth of wheels Soufflet .... . 255 103 Southern . 210 no rlinft'' 183 Spindles Spmdle grindstone . i,,r... .r„.u.,~u . 847 . «0 Robison, Professor . 64. 233 269 Rondelct, experiments by 857 Spurgear . . . 18,18 Rothsay cotton mill, experiments wheeh, . . . . 62 on 318 - 877 INDEX. 477 Square shafts. Squeezers Staves . cast iron strength of . indefinitely small when to be used Staye-formed teeth . Steam engines governors Steel pivots . strength of Page 267 353 J. 18 37 113 19. 21 37 19 176 308 . 347 , 308 . 346 . 226 Steps, form of Stiffness Strain, measured by horses' power 87 Strength . . . .226 of gudgeons . .198 of horses . . .113 ■ of iron . . . 250 ■ of men . . 89. 94 of shafts . .182 of staves . . .113 ' of teeth ... 53 ■ of timber . . . 253 Stress, lateral .... 228 on shafts and gudgeons 179. 197. 212 on teeth of wheels 86. 108 Tables of gudgeons 202. 205, 206. 210 of journals . . . 216 of pitches of wheels . 114 — ^— of shafts of cast iron 240, 241 solid . 240, 241 hollow 240, 241 — of squares, cubes, &c. 242 of wheels ... 95 how to be con- sidered, &c. . . .175 Tamarind tree, strength of 257 Tangent of a circle Teak wood, strength of . Teeth, principles of method of forming Page 73 254 4 5 described by circular arcs 23 of bevelled wheels 55. 62 95.97 18. 22. 25 5. 8. 16 66.70 . 28 breadth of . epicycloidal . * form of friction of . inequalities of involute to describe the teeth of a wheel for a trundle, by means of a circular arc . indefinitely small, as of 50 23 one cylinder rolling on an- other .... — to determine the breadth of of wooden . . . figure of, when the staves of the trundle are cylinders of a finite diameter . — ^- length of strength of, in 111 112 power thickness of wear of wooden 21 44 horses' 83. 106 109,110 . 29 29.112 . 255 . 278 . 308 . 251 . 260 . 260 Telford, Thomas . Throstle Throttle valve Timber, strength of Tin, strength of alloys of . Tools, the making of and tem- pering .... 410 Torsion, on shafts subject to 231. 243 Tremor, effect of . . 343,344 1 1 I I I'l i t \ t 9 I. I I I I , I' i ■• ■!■■:■ r INDEX. *79 Wooden abafts — — - teeth, breadth of ' thickness of wheels, weight of Wrought ironr—see Iron, Yew, strength of . 242 112 110 204 258 Young, Dr. T. • 5. 65 •— letter from, to Bucfa&mui 66.71 Zinc, strength of . — Indian . Goslar • . 260 . 260 . 260 THB BND. O. WoodftU SDd Son* Prtattm^ Aflgil Ooort, SklHMT Sliittt •1 \ f 1' '•I r r I i ■■1^-'-.v >-t-;l.v ■> X'