JC-NRLF SB ZflD 135 GIFT OF MICHAEL REESE TABLES OF PARABOLIC CUKVES' J^^N FOR THE USE OF RAILWAY ENGINEERS AND OTHERS BY GEORGE T. ALLEN ASSOC. M. INST. C.E. HonUon E. & F. N. SPON, LIMITED, 125 STRAND SPON & CHAMBERLAIN, 12 CORTLANDT STREET 1898 [Entered at Stationers' Hall] ft J A to PREFACE. THE Tables of Parabolic Curves have been calcu- lated by the author, and are now brought to the knowledge of engineers with a view of supplying a want : that is, the practical tracing of curves with a gradually decreasing and increasing radius, instead of the usual circular curves. By this means it is hoped that the great shocks caused by change of direction in such a mass as a moving train on entering a circular curve may be avoided, resulting, no doubt, in great saving as regards material in working, as well as much greater convenience to those who are travelling. The use of the Tables is also strongly advised in la} ing out irrigation and navigable canals, as tend- ing largely, in the former case, to diminish erosion, and in the latter to facilitate navigation, and also to prevent wash. Indeed, in all engineering works where a change in direction of moving masses is involved, these tables are recommended. The Author is further of opinion that Parabolic Curves fit more easily into the natural surface of. B 2 mountainous or undulating country than circular curves do, thus diminishing in a considerable degree the amount of cutting and embankment in new works. The Tables are also useful in the design of struc- tures where the contour is a parabola, the accurate length being easily obtainable. GEOEGE T. ALLEN. GRAVESEND: 1898. EXPLANATION. THE tables give, as will be seen on inspection, the lengths of the curve, the tangent, the radius at apex, and the half-chord for the half-angle of inter- section A B D or DEC (see Fig. 1), for every ten minutes of that angle, the height B D being unity. The bisectrix B E, and the height of the curve D E, are each equal to 5, or the half of unity. In setting out the curves practically, the bi- sectrix is usually fixed on the ground ; then, to obtain the actual corresponding lengths of the curve, tangent, radius at apex, &c., it is necessary to multiply the lengths given in the tables by twice the length of the bisectrix as fixed upon. If the length of the tangent is fixed upon and not that of the bisectrix, this length, divided by the quantity A B or B C in the columns, gives the total height from the chord to the intersection, and the true length of curve, radius at apex, or half-chord, will be found by multiplying each quantity by the height obtained. As in all curve books, interpolation must be resorted to for the odd minutes when the half-angle is not an even ten, and the resulting numbers are to be multiplied by the double bisectrix, or height from chord to intersection as above. The method of setting out the intermediary points in the curve is the following : The length of the bisectrix being determined upon, the tangent is divided into so many parts as it may be thought necessary to adopt of intermediary points, as at F, G, H, I, K, B (see Fig. 2), in which example the tangent is divided into six parts. The bisectrix is then divided by the square of this number, in this case by 36 ; the result is now multi- plied by the squares of 1, 2, 3, &c., to 6 that is, by 1, 4, 9, &c,, to 36 and these are the lengths of the offsets F F,, G G,, H H,, &c., to B E, which is the bi- sectrix. It is an advantage to adopt for the length of the bisectrix a quantity which is the square, or a multiple of the square, of the number of divisions it has been decided to divide the tangent into, as this I, FIG. 2. facilitates the calculations of the offsets, and is fre- quently within the competency of the operator. The offsets are in all cases parallel to the bi- sectrix. EXAMPLE I. The angle of intersection of two tangents equals 139, and the bisectrix is equal to 5 chains ; required the length of tangents, the length of the curve, and the radius at apex. Here, the half-angle of intersection ABD (Fig. 1) 8 is equal to 69 30', and the total height is equal io 10 chains. Chains Links Tangent. . . = 2-855x10 = 28 55 Curve . . . = 5-471x10 = 54 71 Radius at apex = 7-153 X 10 = 71 53 Note. Metres, yards, feet or any other standard of length is used in exactly the same manner. EXAMPLE II. The angle of intersection of two tangents equals 132 40', and the bisectrix equals 4 ch. 90 Iks. Required the length of the curve, tangent, radius at apex, and the offsets for 7 inter- mediate points. The half-angle of intersection in this case is 66 20', and the total height from chord to inter- section 9 ch. 80 Iks. Therefore, Chains Links Tangent . . = 2*491x9-80 = 24 41 Curve . . . = 4-705x9-80 = 46 10 Radius at apex = 5-206 x 9-80 = 51 01 For 7 intermediate points the tangent is to be divided into that number of parts, and the bisectrix is to be divided by the square of this number or 49, and this gives the modulus for the offsets : that is, M = il^ = 10 links. 49 The offsets then are Chains Links 10 X 1 = 10 10 X 4 = 40 10 x 9 = 90 10 X 16 = 1 60 10 x 25 = 2 50 10 X 36 = 3 60 10 X 49 = 4 90 the last being the bisectrix. EXAMPLE III. Kequired the length of the curve, the length of the tangent, and the radius at apex for the insertion of a curve between two tangents, the angle of intersection being 145 8', and the length of the bisectrix being 2 ch. 30 Iks. Find also the offsets for 6 intermediate points. The half-angle of intersection is 72 34'. The tangent for 72 40' is 3 3564 72 30' 3-3255 Difference 0-0309 The tangent for 72 30 . 3 3255 Add T \ of difference . . 0-01236 Gives tangent for 72 34' 3-33786 which, multiplied by 4-60, gives 15 ch. 35 Iks., the length of the tangent sought. 10 The curve for 72 40' is 6-5106 72 30' 6-4467 Difference .... 0-0639 The curve for 72 30' is 6-4467 Add T %- of difference . 0-02556 Curve for 72 34' , 6-47226 K, FIG. 3. which, multiplied by 4*60, gives 29 ch. 77 Iks., the length of the curve. The radius at apex for 72 40' is 10-2660 72 30' 10-0590 Difference. 0-2070 li Badius at apex for 72 30' is 10-0590 Add T 4 F of difference ... 08280 Radius at apex for 72 34' . 10*14180 which, multiplied by 4* 60, gives 46 ch. 65 Iks. The bisectrix being equal to 230 links, and the intermediate points to 6, M= = 6-388 links. 36 The offsets are, therefore, Chains Links 6-388 X 1 = 6-388 6-388 X 4 = 25-552 6-388 x 9 = 57-492 6-388 x 16 = 1 2-208 6-388 x 25 = 1 59-700 6-388 x 36 = 2 29-968 or 2 ch. 30 Iks., which is the bisectrix. The number of decimals in these results is decided by the degree of accuracy required by the operator. At times it may be found convenient, as in the case of large curves, to set off from a line parallel to the chord and passing through the apex. In this case the half-chord is divided into a convenient number of parts in the manner in which it has been recommended to divide the tangent. These divisions are set off along EL (Fig. 3) at K,, I,, H G,,, &o., and the same ordinates are used which are calcu- 12 lated for setting out from the tangent. K K,, is equal to F F y . 1^ I /y i s equal to G G,, or half the curve may FIG. 4. be traced from the half-chord, and the other half from the tangent. 13 It happens occasionally in practice that it is necessary to trace a curve joining two tangents which are possibly parallel, or even whose angle of intersection is negative, and it would appear at first sight that it would be impossible to effect the de- sired purpose by employing the parabola, the nature of this curve requiring divergent tangents. As an example of this case see Fig. 4, in which AB and C D are the proposed tangents. By adopting a FIG. 5. point D, and secondary tangents D E and D F (such lines are usually given as portions of the survey), and these lines being divided respectively in the points G and H, making DG and DH equal, the half parabola A G is traced from the tangent AB and angle EBG, and similarly the half-parabola D H, and finally the whole parabola G I H is inserted on the tangents G D D H within the angle G D H. The radius of curvature at the apex of the curve 14 (the point E in Fig. 1) is given in the column under that heading, the height from chord to inter- section being unity. If, however, it is necessary to ascertain the radius at the tangent points, the following formula applies : = ATP = AIT The radius at any other point in the curve can be obtained by calculating A B and A D on the assump- tion that the point is a tangent point. It may be stated that each half of the curve is quite independent of the other, as in the case of FIG. 6. Fig. 5, where two different curves are tangent to each other, the only condition being that the height must be the same in each case. The outer elevation and inner depression of the rails in a curve can be set to parabolic ordinates by making the elevation or depression at B one-eighth of the total rise E F, arid at D seven-eighths of the same quantity (see Fig. 6). In a long curve it is UNIVERSITY 15 advisable to adopt the points calculated for setting out the curve as tbe ones where correction for eleva- tion or depression is effected. To set out a tangent at any point of the curve (see Fig. 3), the following is the proceeding : If a tangent is requii*ed passing through F,, set off on AL, commencing at A, a quantity equal to the off- set F F,, and this point is in the tangent ; similarly, if a tangent is required at G, set off on AL a quantity equal to the offset G G,, and so on, for any point. The same result is obtained by setting out lengths along E B which are severally equal to K, K,,, I, I, /} &c. For a point falling between any of the points considered above, it is necessary to know its offset from the tangent, and to proceed exactly in the same manner. The offsets must in all cases be parallel to the bisectrix. PREFACE. CES Tables de Courbes Paraboliques ont ete calculees par 1'auteur et sont aujourd'hui portees a la connais- sance des ingenieurs avec le but de remplir un besoin : c'est a dire, pour fournir une methode pra- tique de tracer une courbe dont le rayon decroit ou croit graduellement au lieu de se servir de la courbe circulaire. Par ce moyen on espere que les grandes secousses que Ton eprouve par les change- ments de direction d'une grande masse comme un train en mouvement quand ceci entre dans une courbe circulaire seront evitees; ce qui resulte en grande epargne de materiel roulant et fixe, ainsi que la plus grande convenance des voyageurs. L'usage de ces tables est aussi fortement raccom- mande dans le trace des canaux d'irrigation et de navigation : dans le premier cas pour la diminution de 1'erosion des bords, et dans le second pour faciliter la navigation et aussi pour empecher les dedom- magements des vagues causees par le passage des bateaux. En general, quand il est question de 18 changement de direction de grandes masses, ces tables sont fort propres a employer. L'auteur est aussi d'opinion, que les courbes para- boliques se raccordent beaucoup plus facilement a la surface naturelle du terrain dans les pays monta- gneux ou ondulants que n'est le cas des courbes circulaires ; ce qui diminue dans un degre appreci- able la quantite de remblais et deblais necessaires sur les nouveaux travaux. Les tables sont aussi d'utilite dans les projets de construction, la ou le contour est une parabole, car on en obtient la longueur exacte de la courbe avec grande facilite. GEORGE T. ALLEN, Ingtnieur. GRAVESEND: 1898. EXPLICATION. CES tables donnent la longueur de la courbe para- bolique, ainsi que celle de la tangente, le rayon an sommet de la courbe, et la demi-corde pour la moitie de Tangle compris entre les tangentes ; c'est a dire : FIG. 1. pour Tangle A B D ou Tangle BBC (voir la figure No. 1), pour chaque dix minutes d'ouverture; la hauteur B D est en tous cas egale a Tunite. La bissectrice BE et la hauteur de la courbe D E equivalent 0*5 ou bien la moitie de Tunite c 2 20 Dans la pratique quand on trace la courbe, la longueur de la bissectrice est ordinairement fixee sur le terrain ; alors, pour obtenir la vraie longueur de la courbe, la taugente, le rayon au sommet, on multiplie les chiffres donnees dans les colonnes par le double de la longueur de la bissectrice qui a ete fixee. Si au lieu de la bissectrice on fixe la longueur de la tangente, on divise cette longueur par la quantite donnee dans la colonne des tangentes A B ou B C, et le numero qui resulte est la hauteur totale, ou la bissectrice doublee ; et pour avoir la vraie longueur de la courbe, le rayon au sommet ou la demi-corde on doit multiplier le numero obtenu par le nombre dans les colonnes. On doit se servir de 1'interpolation pour les angles qui ont des minutes entre les dix. La methode de tracer les points intermediates, c'est cornine suit. Quand on a decide de la longueur de la bissectrice, on divise la tangente en autant de parties egales que Ton veut adopter de points intermediaires, comme on voit sur la figure No. 2, F, G, H, I, K, B, dans quel cas la tangente est divisee en six parties. Alors on divise la bissectrice par le carre de ce nombre, c'est a dire, par 36. Ce resultat est multiplie par les 21 carres de 1, 2, 3, etc., jusqu'a 6, c'est a dire, par 1, 4, 9, etc., jusqu'a 36, et ces resultats soiit effectivement les longueurs des ordonnes F F /5 G G /? H H, et cetera jusqu'a B E que Ton voit est la bissectrice. On peut remarquer qu'on trouve avantage de fixer pour la longueur de la bissectrice une quantite qui est le FIG. 2. carre ou un multiple du carre du nombre dans ^equel on a decide de diviser la tangente. La raison, c'est qu'ainsi on facilite le calcul des ordonnes, et souvent cette demarche se trouve a la competence de 1'operateur. Ces ordonnes sont toujours paralleles a la bissectrice. EXEMPLE I er . L'angle de Tintersection de deux tangentes equivaut 139, et la bissectrice a 50 metres 22 de longueur. On demande la longueur de la tan- gente, celle de la courbe et le rayon au sommet (a Tapex). Dans ce cas, la moitie de Tangle de 1'intersection ABD (Fig. 1) vaut 69 30', et la hauteur totale est de 100 metres ; done m. La tangente . . = 2-8554 x 100 = 285-54 La courbe. . . =5-4713x100 = 547-13 Le rayon au sommet = 7-1536 x 100 = 715-36 qui est le resultat demande. Nota. On peut employer de la me me fagon une base de longueur quelconque, comme pieds anglais ou autres. EXEMPLE II. L'angle d'intersection de deux tan- gentes vaut 132 40' et la bissectrice est de 49 metres. On demande la longueur de la courbe, la tangente, le rayon au sommet et les ordonnees pour 7 points intermediaires. La moitie de Tangle d'intersection dans ce cas est 66 20', et la hauteur totale de la corde a Tintersec- tion 98 metres. Alors La tangente . . = 2-4911 X 98 = 244-12 La courbe . . . = 4-7054 x 98 = 461 12 Le rayon au sommet = 5-2060 x 98 = 510-18 . 23 Pour 7 points intermediaires on doit diviser la tangente en 7 parties egales et la bissectrice doit se diviser par 49, ce qui donne un module pour les ordonnees ; c'est a dire : 49 M = - = 1 metre. 49 Les ordonnees sont alors m. ixi=i 1X4=4 1X9=9 1 X 16 = 16 1 X 25 = 25 1 X 36 = 36 1 X 49 = 49 Ce dernier on reconnait pour la bissectrice. EXEMPLE III. On demande la longueur de la courbe de la tangente et aussi le rayon de courbure au soinmet pour conjoindre les deux tangentes dont Tangle de 1'intersection est 145 8 f et la longueur de la bissectrice est 23 metres. En plus, il faut les ordonnes pour six points intermediaires. La moitie de Tangle vient a 72 34'. La tangente pour 72 40' est ] / -i j. 1 1 A r (voir les tables) ) 72 30' est 3-3255 Difference 0-0309 24 La tangente pour 72 30' est 3 3255 Ajoutez T 4 ^ de la difference pour) i A f les 4 minutes ..... ( Done la tangente pour 72 34' est 3-33786 En multipliant ce chiffre par la hauteur totale 46 metres on trouve la longueur de la tangente, 152 '541 metres. La courbe pour 72 40' est . . 6-5106 72 30' est . . 6-4467 Difference 0-0639 La courbe pour 72 30' est .. 6-4467 Ajoutez -^ de la difference . . 0*02556 Done la courbe pour 72 34' est 6-47226 En multipliant ce nombre par 46 metres on trouve la longueur de la courbe, 297-723 metres. Le rayon au sommet pour 72 40') est fl 72 30' est 10-0590 Difference 0-2070 Le rayon au sommet pour 72 30' i est . . . . . f Ajoutez -^ de la difference . . 0-08280 Done le rayon au sommet pour) 72 34' est .... .flO'14180 25 Ce nombre multiplie par 46 metres donne 466*522 metres, le rayon cherche. Pour obtenir les ordonnes intermediates, comme la bissectrice equivaut 23 metres et le nombre d' or- donnes 6, le module 23 M = = 638 metre. DO Les ordonnes sont alors 0-638 X 1 = 0*63 0-638 X 4= 2-55 0-638 x 9= 5-74 0-638 x 16 = 10-20 0-638 x 25 = 15-95 0-638 x 36 = 22-96 c'est a dire 23 metres, qui est la bissectrice. Le nombre des points decimales depend du degre d'approxirnation voulu. Quelquefois, surtout quand il s'agit de grandes courbes, on facilite les operations en faisant la tracee sur une ligne parallele a la corde qui en meme temps passe par le sommet de la courbe. Voir la figure 3. Dans ce cas la ligne E L est divisee dans un nombre de parties egales de la meme fagon que Ton a fait pour la tangente, et les memes ordonnes sont calcules comme si Ton voulait tracer sur la tangente, mais on 26 les trace en positions inverses. De fait, K, K /y est egal a F F,, et I, I u est egal a G G j5 et ainsi de suite. On peut tracer la moitie de la courbe de la tangente et 1'autre moitie de la ligne E L a volonte. Dans la pratique il arrive qu'il est necessaire de tracer une courbe entre deux tangentes sensiblement Fn I, K, Z^C^*- K, D FIG. 3. paralleles ou dont Tangle d'intersection est meme negative, et a premiere vue on le croirait impossible, parce que la nature de la parabole demande des tan- gentes divergentes. Comme exemple de ce cas, voir la figure No. 4 ou A B et C D sont les tangentes dont il s'agit. On interpose un point D formant des tangentes secondaires DE et DF (les lignes telles 27 ordinairement forment partie de Farpentage). Alors on divise ces lignes respectivement en G et H et de FIG. 4. fagon que D G = D H. La demi-parabole AG est traeee de la tangente A B avec Tangle E B G, et egale- 28 ment la demi-parabole D H ; et fmalement la parabola GIH est tracee entre les tangentes GD, DH dans Tangle G D H. Le rayon de courbure an sominet de la courbe (E, Fig. 1) est donne dans les colonnes, la hauteur totale de la corde a 1'intersection etant toujours Funite. Si Ton a besoin de connaitre le rayon de courbure aux points de tangence on a P = AB 3 A~D* FIG. 5. On peut remarquer que chaque moitie de la courbe est parfaitement independante de 1'autre, comnie dans la figure No. 5 ou les deux courbes sont tangentes Tune a 1'autre; la seule condition, c'est qu'ellesont la meme hauteur. Dans une courbe de chemin de fer, Televation du rail exterieur et la depression du rail interieur peu- vent s'accorder a la forme parabolique en faisant la 29 hausse a B (voir Fig. 6) de la valeur d'une huitieme de la hausse totale E F, et la quantite a D de sept- huitiemes de la meme. Dans une grande courbe il est mieux de calculer ces corrections pour les points qui correspondent aux ordonnes de la tracee. Pour tracer une tangente a un point quelconque de la courbe (voir Fig. 3) on fait comme suit. Si on demande une tangente qui traverse le point F, on trace sur AL depuis le point A une quantite egale a F F y ; le point resultant est dans la tangente FIG. 6. voulue. Aussi, si Ton a besoin d'une tangente a G, il faut tracer sur la meme ligne la quantite G G,, et ainsi de suite pour tout autre point. On obtient le meme resultat en tragant sur E B des distances egales a K ; K y> , I, ! pour les points K y I, et cetera. Pour un point qui se trouve entre deux des points deja con- sideres, il faut calculer 1'ordonne exacte et poursuivre la meme construction. Les ordonnes sont en tons les cas paralleles a la bissectrice. TABLES PARABOLIC CURVES. Angle ABD or DBC. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 40 2-017018 1-305407 7041 -839100 IO 2-025452 1-308607 7125 844069 20 2-033939 1-311833 7209 849062 30 2-042481 1-315087 7295 854081 40 2-051078 1-318368 7381 859124 50 2-059730 1-321676 7468 864193 41 2-068437 1-325013 7557 869287 IO 2-077200 1-328378 7646 874407 20 2-086020 1-331771 7736 879553 $o 2-094897 1-335192 7827 884725 4 2-103832 1-338643 7920 889924 5 2-112825 1-342123 8013 895151 32 TABLES OF PARABOLIC CURVES. Angle ABD or DBG. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 42 2-121877 1-345633 8107 900404 IO 2-130989 1-349172 8203 905685 20 2-140161 1-352742 8299 910994 3 2-149394 1-356342 8397 916331 40 2-158687 1-359972 8495 921697 50 2-168042 1-363634 8595 927091 43 2-177460 1-367327 8696 932515 10 2-186941 1-371052 8798 937968 20 2-196486 1-374809 8901 943451 30 2-206095 1-378598 9005 -948965 40 2-215769 1-382420 9111 954508 50 2-225509 1-386275 9218 960083 44 2-235315 1-390164 9326 965689 10 2-245189 1-394086 9435 971326 20 2-255130 1-398042 9545 976996 30 2-265140 1-402032 9657 982697 4 2-275219 1-406057 9770 988432 5 2-285368 1-410118 9884 99419*9 TABLES OF PAEABOLIC CURVES. 33 Angle ABD or DBC. Curve AEC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 45 2-295587 1-414214 1-0000 1-000000 IO 2-305878 1-418345 1-0117 1-005835 20 2-316242 1-422513 1-0235 1-011704 30 2-326678 1-426718 1-0355 1-017607 40 2-337188 1-430960 1-0476 1-023546 50 2-347773 1-435239 1-0599 1-029520 46 2-358433 1-439556 1-0723 1-035530 10 2-369169 1-443912 1-0849 1-041577 20 2-379982 1-448306 1-0976 1-047660 3 2-390874 1-452740 1-1105 1-053780 40 2-401845 1-457213 1-1235 1-059938 5 2-412895 1-461726 1-1366 1-066134 47 2-424025 1-466279 1-1500 1-072369 10 2-435237 1-470874 1-1635 1-078642 20 2-446531 1-475509 1-1771 1-084955 30 2-457909 1-480187 1-1910 1-091308 40 2-469371 1-484907 1-2049 1-097702 5 2-480919 1-489670 1-2191 1- 104136 ! 34 TABLES OF PARABOLIC CURVES. Angle ABD or DBC. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 48 2-492553 1-494476 1-2335 1-110612 10 2-504274 1-499327 1-2480. 1-117130 20 2-516083 1-504221 1-2627 1-123691 30 2-527981 1-509160 1-2776 1-130294 4 2-539969 1-514145 1-2926 1-136941 5 2-552049 1-519176 1-3079 1-143633 49 2-564222 1-524253 1-3233 1-150368 10 2-576489 1-529377 1-3390 1-157149 20 2-588850 1-534549 1-3548 1-163976 3 2-601307 1-539769 1-3709 1-170850 40 2-613862 1-545038 1-3871 1-177770 50 2-626515 1-550356 1-4036 1-184738 50 2-639267 1-555724 1-4203 1-191754 10 2-652120 1-561142 1-4372 1-198818 20 2-665074 1-566612 1-4543 1-205933 3 2-678131 1-572134 1-4716 1-213097 40 2-691293 1-577708 1-4892 1-220312 5 2-704561 1-583335 1-5070 1-227579 TABLES OF PARABOLIC CURVES. 35 Angle ABD or DBC. Curve AEC. Tangent A B or B C. Radius at Apex. Haff-Chord A D or D C. 51 2-717937 1-589016 1-5250 1-234897 IO 2-731421 1-594751 1-5432 1-242268 20 2-745014 1-600542 1-5617 1-249693 30 4 50 52 2-758718 2-772535 2-786467 2-800514 1-606388 1-612291 1-618251 1-624269 1-5804 1-5995 1-6187 1-6383 1-257172 1-264706 1-272296 1-279942 IO 2-814678 1-630346 1-6580 1-287645 20 2-828960 1-636483 1-6781 1-295406 30 40 5 53 2-843363 2-857888 2-872535 2-887308 1-642680 1-648938 1-655257 1-661640 1-6984 1-7190 1-7399 1-7610 1-303225 1-311105 1-319044 1-327045 IO 2-902208 1-668086 1-7825 1-335107 20 2-917236 1-674597 1-8043 1-843233 30 4 5 2-932394 2-947684 2-963108 1-681173 1-687815 1-694524 1-8263 1-8487 1-8714 1-351422 1-359676 1-367996 D 2 36 TABLES OF PARABOLIC CUEVES. Angle ABD or DBG. Curve A EC. Tangent A B or B C. Eadius at Apex. Half-Chord A D or D C. 54 2-978667 1-701302 1-8944 1-376382 IO 2-994364 1-708148 1-9178 1-384835 20 3-010200 1-715064 1-9414 1-393357 3 3-026177 1-722051 1-9654 1-401948 40 3-042298 1-729110 1-9898 1-410610 50 3-058564 1-736241 2-0145 1-419343 55 3-074977 1-743447 2-0396 1-428148 IO 3-091539 1-750727 2-0650 1-437027 20 - 3-108253 1-758084 2-0909 1-445980 3 3-125121 1-765517 2-1171 1-455009 40 3-142144 1-773029 2-1436 1-464115 50 3-159326 1-780620 2-1706 1-473298 56 3-176668 1-788292 2-1980 1-482561 IO 3-194173 1-796045 2-2258 1-491904 20 3-211843 1-803881 2-2540 1-501328 30 3-229681 1-811801 2-2826 1-510835 4 3-247689 1-819806 2-3117 1-520426 5 3-265870 1-827898 2-3412 1-530102 TABLES OF PARABOLIC CURVES. 37 Angle ABD or DBC. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 57 3-284226 1-836078 2-3712 1-539865 10 3-302760 1-844348 2-4016 1-549715 20 3-321474 1-852707 2-4325 1-559655 3 3-340372 1-861159 2-4639 1-569686 40 3 359457 1-869704 2-4958 1-579808 5 3-378731 1-878344 2-5282 1-590024 58 3-398197 1-887080 2-5611 1-600334 10 3-417857 1-895914 2-5945 1-610742 20 3-437716 1-904847 2-6284 1-621247 30 3-457775 1-913881 2-6629 1-631852 4 3-478039 1-923017 2-6980 1-642558 50 3-498511 1-932258 2-7336 1-653366 59 3-519194 1-941604 2-7698 1-664279 10 3-540091 1-951058 2-8066 1-675299 20 3-561206 1-960621 2-8440 1-686426 30 3-582543 1-970294 2-8821 1-697663 4 3-604105 1-980081 2-9207 1-709012 5 3-625896 1-989982 2-9600 1-720474 38 TABLES OF PARABOLIC CUEVES. Angle ABD or DBC. Curve AEC. ^Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 60 3-647919 2-000000 3-0000 1-732051 IO 3-670179 2-010136 3-0406 1-743745 20 3-692679 2-020393 3-0819 1-755559 30 3-715423 2-030772 3-1240 1-767494 4 3-738416 2-041276 3-1668 1-779552 50 3-761662 2-051906 3-2103 1-791736 61 3-785165 2-062665 3-2546 1-804048 10 3-808930 2-073556 3-2996 1-816489 20 3-832961 2-084579 3-3455 1-829063 3 3-857263 2-095738 3-3921 1-841771 40 3-881841 2-107036 3-4396 1-854616 5 3-906699 2-118474 3-4879 1-867600 62 3-931843 2-130054 3-5371 1-880726 IO 3-957277 2-141781 3-5872 1-893997 20 3-983007 2-153655 3-6382 1-907415 3 4-009039 2-165681 3-6902 1-920982 4 4-035377 2-177859 3-7431 1-934702 5o 4-062027 2-190195 3-7970 1-948577 TABLES OF PAEABOLIO CURVES. 39 Angle ABD or DBG. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 63 4-088995. 2-202689 3-8519 1-962610 IO 4-116287 2-215346 3-9078 1-976805 20 4-143910 2-228168 3-9647 1-991164 30 4-171869 2-241158 4-0228 2-005690 4 4-200170 2-254320 4-0820 2-020386 5 4-228821 2-267657 4-1423 2-035256 64 4-257827 2-281172 4-2037 2-050304 IO 4-287196 2-294868 4-2664 2-065532 20 4-316935 2-308750 4-3303 2-080944 3 4-347051 2-322820 4-3955 2-096544 40 4-377551 2-337083 4-4620 2-112335 5 4-408444 2-351542 4-5297 2-128321 65 4-439737 2-366202 4-5989 2-144507 10 4-471438 2-381065 4-6695 2-160896 20 4-503555 2-396137 4-7415 2-177492 30 4-536095 2-411421 4-8149 2-194300 4 4-569069 2-426922 4-8899 2-211323 5 4-602486 2-442645 4-9665. 2-228568 TABLES OF PARABOLIC CURVES. Angle ABD or DBG. Curve AEC. Tangent A B or B C. Radius at Apex. Half-Chord A B or D C. 66 4-636355 2-458593 5-0447 2-246037 10 4-670686 2-474773 5-1245 2-263736 20 4-705487 2-491187 5-2060 2-281669 3 4-740768 2-507843 5-2893 2-299842 40 4-776540 2-524744 5-3743 2-318261 5 4-812813 2-541896 5-4612 2-336929 67 4-849599 2-559305 5-5500 2-355852 10 4-886909 2-576975 5-6408 2-375037 20 4-924754 2-594914 5-7336 2-394489 30 4-963145 2-613126 5-8284 2-414214 40 5-002097 2-631618 5-9254 2-434217 50 5-041622 2-650396 6-0246 2-454506 68 5-081731 2-669467 6-1260 2-475087 10 5-122437 2-688837 6-2298 2-495966 20 5-163756 2-708514 6-3360 2-517151 3 5-205701 2-728504 6-4447 2-538648 40 5-248287 2-748814 6-5560 2-560465 5 5-291529 2-769453 6-6699 2-582609 TABLES OF PARABOLIC CTHtVES. 41 Angle ABD or DBG. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A Dor DC. 69 5-335443 2-790428 6-7865 2-605089 10 5-380046 2-811747 6-9059 2-627912 20 5-425353 2-833418 7-0282 2-651087 30 5-471381 2-855451 7-1536 2-674621 40 5-518148 2-877853 7-2820 2-698525 5 5-565674 2-900635 7-4137 2-722808 70 5-61398 2-92380 7-5487 2-74748 10 5-66307 2-94737 7-6870 2-77254 20 5-71299 2-97135 7-8289 2-79802 30 5-76374 2-99574 7-9745 2-82391 40 5-81535 3-02057 8-1238 2-85023 50 5-86784 3-04584 8-2771 2-87700 71 5-92124 3-07155 8-4344 2-90421 10 5-97556 3-09774 8-5960 2-93189 20 6-03084 3-12440 8-7619 2-96004 30 6-08710 3-15155 8-9322 2-98868 4 6-14436 3-17920 9-1073 3-01783 5 6-20266 3-20737 9-2872 3-04749 42 TABLES OF PARABOLIC CURVES. Angle ABD or DBG. Curve A EC. Tangent ABorBC. Radius at Apex. Half-Chord A D or D C. 72 6-26202 3-23607 9-4721 3-07768 10 6-32247 3-26531 9-6623 3-10842 20 6-38405 3-29512 9-8578 3-13972 30 6-44678 3-32551 10-0590 3-17159 40 6-51069 3-35649 10-2660 3-20406 50 6-57583 3-38808 10-4791 3-23714 73 6-64223 3-42030 10-6985 3-27085 10 6-70993 3-45317 10-9244 3-30521 20 6-77896 3-48671 11-1571 3-34023 30 6-84937 3-52094 11-3970 3-37594 40 6-92119 3-55587 11-6442 3-41236 50 6-99447 3-59154 11-8991 3-44951 74 7-06926 3-62796 12-1620 3-48741 10 7-14561 3-66515 12-4333 3-52609 20 7-22356 3-70315 12-7133 3-56557 30 7-30317 3-74198 13-0024 3-60588 40 7-38449 3-78166 13-3010 3-64705 50 7-46757 3-82223 13-6094 3-68909 TABLES OF PARABOLIC CURVES. 43 Angle A13D or DEC. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C 75 7-55248 3-86370 13-9282 3-73205 10 7-63928 3-90612 14-2578 3-77595 20 7-72802 3-94952 14-5987 3-82083 30 7-81878 3-99393 14-9515 3-86671 4 7-91164 4-03938 15-3166 3-91364 5 8-00666 4-08591 15-6947 3-96165 76 8-10392 4-13357 16-0864 4-01078 10 8-20349 4-18238 16-4923 4-06107 20 8-30547 4-23239 16-9131 4-11256 30 8-40994 4-28366 17-3497 4-16530 4 8-51701 4-33621 17-8028 4-21933 So 8-62676 4-39012 18-2731 4-27471 77 8-73931, 4-44541 18-7617 4-33148 10 8-85475 4-50216 19-2694 4-38969 20 8-97320 4-56041 19-7973 4-44942 30 9-09478 4-62023 20-3465 4-51071 40 9-21963 4-68167 20-9181 4-57363 5 9-34786 4-74482 21-5133 4-63825 44 TABLES OF PARABOLIC CURVES. Angle ABD or DbC. Curve A EC. Tangent A B or B C. Radius at Apex. Half-Chord AD or DC. 78 9-47964 4-80973 22-1335 4 70463 10 9-61511 4-87649 22-7802 4-77286 20 9-75441 4-94517 23-4547 4-84300 30 9-89772 5-01585 24-1588 4-91516 4 10-04522 5-08863 24-8941 4-98940 5 10-19709 5-16359 25-6627 5-06584 79 10-35354 5-24084 26-4664 5-14455 10 10-51477 5-32049 27-3076 5-22566 20 10-68101 5-40263 28-1884 5-30928 30 10-85250 5-48740 29-1116 5-39552 40 11-02949 5-57493 30-0798 5-48451 5 11-21225 5-66533 31-0961 5-57638 80 11-40107 5-75877 32-1634 5-67128 10 11-59626 5-85539 33-2856 5-76937 20 11-79814 5-95536 34-4663 5-87080 3 12-00707 6-05886 35-7098 5-97576 40 12-22343 6-16607 37-0204 6-08444 50 12-44763 6-27719 38-4032 6-19703 TABLES OF PAEABOLIO CUEVES. 45 Angle ABD or DBC. Cur^e AEC. Tangent ABorBC. Radius at Apex. Half-Chord A D or D C. 81 12-68010 6-39245 39-8635 6-31375 IO 12-92131 6-51208 41-4072 6-43484 20 13-17175 6-63633 43-0409 6-56055 30 13-43196 6-76547 44-7716 6-69116 40 13-70255 6-89979 46-6072 6-82694 50 13-98415 7-03962 48-5563 6-96823 82 14-27745 7-18530 50-6285 7-11537 10 14-58318 7-33719 52-8344 7-26873 20 14-90216 7-49571 55-1857 7-42871 30 15-23528 7-66130 57-6955 7-59575 40 15-58350 7-83443 60-3783 7-77035 5 15-94787 8-01564 63-2506 7-95302 83 16-32954 8-20551 66-3304 8-14435 IO 16-7298 8-4047 69-6383 8-3450 20 17-1500 8*6138 73-1974 8-5555 3 17-5917 8-8337 77-0338 8-7769 40 18-0566 9-0651 81-1770 9-0098 5 18-5466 9-3092 85-6606 9-2553 46 TABLES OF PAR AS OLIO CURVES. Angle ABD or DEC. Curve AEC. Tangent A B or B C. Radius at Apex. Half-Chord A D or D C. 84 19-0638 9-5668 90-5231 9-5144 10 19-6104 9-8391 95-8083 9-7882 20 20-1891 10-1275 101-5667 10-0780 30 20-8029 10-4334 107-8565 10-3854 40 21-4549 10-7585 114-7450 10-7119 50 , 22-1490 11-1045 122-3110 11-0594 85 22-8892 11-4737 130-646 11-4301 10 23-6805 11-8684 139-858 11-8262 20 24-5282 12-2913 150-075 12-2505 30 25-4386 12-7455 161-448 12-7062 40 26-4190 13-2347 174-158 13-1969 5 27-4776 13-7631 188-423 13-7267 86 28-6246 14-3356 204-509 14-3007 10 29-8711 14-9579 222-738 14-9244 20 31-2309 15-6368 243-509 15-6048 30 32-7201 16-3804 267-318 16-3499 40 34-3582 17-1984 294-786 17-1693 5 36-1684 18-1026 326-705 18-0750 TABLES OF PARABOLIC! CURVES. 47 Angle ABD or DBC. Curve AEG. Tangent ABor BC. Radius at Apex. Half-Chord A D or D C. 87 38-1799 19-1073 364-090 19-0811 10 40-428 20-230 408-265 20-206 20 42-956 21-494 460-978 21-470 30 45-821 22-926 524-582 22-904 40 49-097 24-562 602-298 24-542 5 52-876 26-451 698-629 26-432 88 57-284 28-654 820-035 28-636 10 62-494 31-258 976-036 31-242 20 68-745 34-382 1181-14 34-368 3 76-386 38-202 1458-36 38-188 40 85 936 42-976 1845-91 42-964 50 98-215 49-114 2411-19 49-104 89 114-586 57-299 3282-14 57-290 10 137-505 68-757 4726-57 68-750 20 171-883 85-946 7385-65 5-940 30 229-181 114-593 13130-6 1 i4-589 4 343-774 171-888 29544-6 1 1-885 50 687-549 343-775 118180 ] 343-774: 90 Infinite Infinite Infinite finite UNIVERSITY LONDON: PRINTED BY WILLIAM CLOWES AND SONS, LIMITED, STAMFORD STREET AND CHARING CROSS. v v ; 5 YA