3280 



Beams and Girders 



3280 



and draw spans. Dtibois, A. J. Franklin I. 



J. 72 (1876) 17-, 105-. 

 on elastic supports, resistance. Toulon, P. 



C. K. 121 (1895) 872-. 

 flexure. Merriman, M. Ph. Mg. 50 (1875) 



179-. 



and resistance. Hallbauer, A. Giving. 4 

 (1858) 62-. 



strains under various conditions of load, 



calculation. Heppel, J. M. (vi Adds.) CE. 



I. P. 19 (1859-60) 625-. 

 framed, stress in. Hiroi, J. Railroad & Eng. 



J. 62 (1888) 199-. 

 indeterminate multipliers for. Lindenberger, 



C. H. Franklin I. J. 126 (1888) 465-. 

 influence of cross-beams. Krohn, E. Forster 



Al. Bauztg. 44 (1879) 24-, 39-. 

 lines of influence. Miiller-Breslau, H. Hann. 



Archt.-Vr. Z. 30 (1884) 277-. 

 . Langlois, M. L. Par. Ing. Civ. 



Mm. (1896) (Pt. 1) 309-. 

 . Sortheix, J. G. Gen. Civ. 29 (1896) 



158-. 

 loaded, pressure on supports. Eytelwein, J. A. 



Berl. Ab. (1804-11) (Mth.) 28-. 

 moments and reactions. Merriman, M. Frank- 

 lin I. J. 69 (1875) 206-, 255-. 



of rupture and shearing strains, lines for. 

 Barluet, . A. Mines 7 (1865) 261-. 



pointed arch girders. Francke, A. Hann. 



Archt.-Vr. Z. 46 (1900) 417-. 

 practical solution of problems. Perry, J., <fc 



Ayrton, W. E. R. S. P. 29 (1879) 493-. 

 reactions. Merriman, M. Des Moines Anal. 



2 (1875) 138-. 



at points of support. Wilson, G. R. S. P. 



under loads. Leer, A. A. van 



der. 's Gravenh. I. Ing. Ts. (1885-86) (Vh.) 



213-. 

 strains. Merriman, M. V. Nost. Eng. Mg. 



13 (1875) 65-. 

 , Merriman's calculation. Crehore, J. D. 



V. Nost. Eng. Mg. 16 (1877) 323-. 

 supported at equidistant points, deflection. 



Francis, J. B. [1872] Am. S. CE. T. 2 



(1874) 117-. 

 more than 2 points, strength. Fabre, V. 



A. Gen. Civ. 4 (1865) 818- ; 5 (1866) 300-. 

 as "tipper." Lindenberger, C. H. Am. S. 



CE. T. 26 (1892) 469-. 

 with variable moment of inertia. Knoll, K. 



Forster Al. Bauztg. 33-34 (1868-69) 191-. 

 section. Solin, J. Giving. 31 (1885) 



209-. 

 , graphic methods. Lindenberger, C. H. 



Franklin I. J. 131 (1891) 30-, 176-. 

 and loading, calculation. Berg, F. J. 



van den. [1872] 's Gravenh. I. Ing. Ts. 



(1872-73) 275-. 



Corrugated iron beams, profiles. Daehr, . 



Forster Al. Bauztg. 54 (1889) 25-. 

 Double T, calculations. Delsaux, C. A. Cond. 



Pon. Chauss. 32 (1888) 460- ; 34 (1890) 63-. 

 under flexure, approximate formula. 



Perisse', J. S. Par. Ing. Civ. Mm. (1877) 764-. 



Double T and ' ' -shaped iron beams. 



Schmeisser, . Z. Berg- H.-Salw. 41 (1893) 



(Ab.) 48-. 

 , weight. Leygue, P. A. L. Par. Mm. 



Ing. Civ. (1869) 257-, 290-. 

 Economical construction of beam trusses. 



Morrison, G. S. Franklin I. J. 56 (1868) 



99-, 161-, 233-, 305-, 394-; 57 (1869) 34-. 

 girders. Anon, (vi 478) Franklin 



I. J. 44 (1862) 82-, 150-, 229-, 312-, 374-; 



45 (1863) 16-, 73-, 153-. 

 , straight, and trusses. Adler, E. 



V. Nost. Eng. Mg. 16 (1877) 42-. 

 Elastic line. Francke, A. Z. Bauw. 45 (1895) 



439-. 

 Free-lying beams. Schmidt, Hein. Forster Al. 



Bauztg. 33-34 (1868-69) 14-. 

 supported at unequal distances. Cla- 



peyron, E. C. R. 45 (1857) 1076-. 



on 2 supports, bending moments. 

 Garret, A. A. Cond. Pon. Chauss. 41 (1897) 

 265-. 



, , maximum. Hausser, 



A.E.,(& Cunq, L. A. Pon. Chauss. 6 (1893) 



977-. 

 , wooden, cross section, approximate 



formulae. Heyn, E. Giving. 29 (1883) 251-. 

 Girders, elastic, exposed to bending and shearing 



stress, graphic calculation. Ovazza, E. [1898] 



Tor. Ac. Sc. Mm. 48 (1899) 63-. 



on elastic supports. Francke, A. Hann. 

 Archt.-Vr. Z. 42 (1896) 287-. 



with 2 supports. Werner, E. A. Forster 

 Al. Bauztg. 56 (1891) 41-, 51-, 59-. 



Iron, cast, best form. Bosscha, H. C. 's 

 Gravenh. I. Ing. Vh. (1857-58) 20-. 



floor beam, test. Boiler, A. P. [1887] 

 Am. S. CE. T. 18 (1888) 119-. 



, sections, calculation. Landsberg, T. Hann. 

 Archt.-Vr. Z. 34 (1888) 575-. 



and steel, comparative use. Gautier, F. 

 A. Cond. Pon. Chauss. 20 (1876) (lPt.) 100-. 



, raising above abutments. Poulet, 



. (xi) A. Pon. Chauss. 4 (1872) 189-. 



trimmers, construction. Haseler, E. Giving. 

 25 (1879) 313-. 



, wrought, distribution of material. Barton, 



J. (vi Adds.) CE. I. P. 14 (1854-55) 443-. 

 Lines of influence in girders. Land, E. Z. 



Bauw. 40 (1890) 105-. 

 , statically undetermined, plain 



or latticed, determination. Fontviolant, B. de. 



Par. Ing. Civ. Mm. (1890) (Pt. 2) 742-. 

 Moments, 3, Clapeyron's problem. Webb, E. E. 



Camb. Ph. S. P. 6 (1889) 42-. 

 , , theorem. Eddy, H. T. Am. J. Mth. 



1 (1878) 27-. 

 , , . Pearson, K. Mess. Mth. 19 



(1890) 129-. 



Pauli's girders. Grelle, F. Hann. Z. Archt.- 

 Vr. 18 (1872) 391-. 

 Plate-girders, calculation. Bosscha, H. C. 



's Gravenh. I. Ing. Ts. (1871-72) (Not.) 48-. 

 for narrow-gauge railways. Lucas, G. 



Giving. 28 (1882) 37-, 551-. 

 , riveted, pitch of rivets and thickness of 



web. Cooper, T. V. Nost. Eng. Mg. 17 



(1877) 209-. 



295 



