3230 Loaded Prisms Torsion and Flexure 



3230 



LOADED PRISMS. 



bars fixed at ends, bearing capacity. Berg, 

 F. J. van den. [1874] 's Gravenh. I. Ing. Ts. 

 (1875) 219-. 



and of constant section, bearing 



capacity. Roos, J. D. C. M. de. 's Gravenh. 

 I. Ing. Ts. (1875) 283-. 



, graphostatic deter- 

 mination of moments and shearing strength. 

 Roos, J. D. C. M. de. 's Gravenh. I. Ing. Ts. 

 (1875) 105-. 



morticed at one end, supported at other, 

 equilibrium. Cipolletti, D, A. Mt. 6 (1864) 

 49-. 



, sectional deformation. Kriemler, C. J. 



Forster Al. Bauztg. 61 (1896) 41-. 

 beams of constant section, best position of 



supports. Clercq, G. A. de. Brux. A. Tr. 



Pbl. 14 (1855-56) 35-. 

 , heavy, flexure under continuous load. 



Pearson, K. QJ. Mth. 24 (1890) 63-; 31 



(1900) 66-. 



supported at ends, bending moment and 

 maximum deflecting force. Broekman, A. C. 

 's Gravenh. I. Ing. Ts. (1881) 1-. 



, laws of loading. Schaffer, F. Z. 



Bauw. 27 (1877) 523-. 

 , , maximum moments, determination. 



Clericetti, C. Mil. I. Lomb. Bd. 14 (1881) 



172-, 275-. 



compressed pieces. Collignon, E. A. Pon. 

 ' Chauss. 17 (1889) 98-. 

 . Jasinski, F. A. Pon. Chauss. 8 (1894) 



233-. 



, theory. Duclout, G. Par. Ing. Civ. 

 Mm. (1896) (Ft. 2) 355-. 



.vertical. Gros, A . Gen. Civ. 5 (1884)362-. 



greatest weight on supports, determination. 

 Badon Ghijben, J. Amst. Vh. Ak. 7 (1859) 

 28pp. 



history of theory. Rilhlmann, C. M. [1883] 

 Hann. Archt.-Vr. Z. 30 (*1884) 89-. 



loads, accidental, calculation for metal girders. 

 Brandt, K. Par. T. Nauk Sc. Pam. 4 

 (*1874) Art. 2, 32 pp. 



, heavy, on rectangular beam, local dis- 

 turbances due to. Boussinesq, J. C. B. 114 



(1892) 1510- ; 115 (1892) 5-. 



with rectilinear axis under oblique load. 



Masoni, U. Nap. I. Inc. At. 4 (1885) No. 8, 



9pp. 

 straight prisms, deformation, elementary 



theory. Maurel, C. A. Pon. Chauss. 11 



(1896) 547-. 

 surface loading, effect. Carus-Wilson, C. A. 



[1891] L. Ps. S. P. 11 (1892) 194- ; Ph. Mg. 



32 (1891) 481-. 

 , . Flamant, A. A. Pon. Chauss. 6 



(1893) 228-. 



Posts, resistance. Haupt, H. Franklin I. J. 



18 (1849) 21-. 

 Struts. Rey, P. Par. Ing. Civ. Mm. (1893) 



(Pt. 1) 498-. 

 Thick beams. Ribiere, . C.B. 126 (1898)402-. 



Moments, imaginary, and compound resistances. 

 Bottiglia, A.- Cuyper Bv. Un. 10 (1881) 172-. 



of inertia of cross sections, effect of ribs. 

 Barre de Saint-Venant, . L'l. 24 (1856) 

 457-. 



and elasticity of sections. Cipolletti, 



D. (vn) A. Mt. 5 (1863) 113-. 

 , maximum, of girders, in relation to their 



weight. Almquist, P. W. Giving. 29 (1883) 



153-. 



of resistance at central point of cross-section, 

 direct measurement. Manderla, H. Forster 

 Al. Bauztg. 47 (1882) 35. 



of plane section, graphic representa- 

 tion. Jung, G. Mil. I. Lomb. Ed. 9 (1876) 

 600-, 647- ; B. A. Bp. (1876) (Sect.) 23-. 



Neutral axis, position in beams. Schafhautl, 



C. E. CE. I. P. 3 (1844) 248-. 

 , bent beam. Wood, De V. V. 



Nost. Eng. Mg. 12 (1875) 365-. 

 , cylindrical rod having cylindrical 



groove along it. Villaret, . Bv. Mar. et 



Col. 45 (1875) 832-. 

 , , experiments with varieties of timber. 



Eytelwein, J. A. Berl. Ab. (1832) 69-. 

 , in plane figures, relation to centre of 



tension. Francke, A. Hann. Archt.-Vr. Z. 



21 (1875) 329-. 



, rectangular beams of cast and 

 wrought iron and wood, experimental de- 

 termination. Colthurst, J. (vi Adds.) CE. 

 I. P. 1 (1841) 118-. 



Prisms, elastic, strength, treatment by method 



of virtual work. Boyer, L. Gen. Civ. 7 



(1885) 38-. 

 , rectangular, equilibrium. Mathieu, E. L. 



C. B. 90 (1880) 1272- ; Par. EC. Pol. J. Call. 



49 (1881) 173-. 



resting on 2 supports, motion. Resal, H. 

 C. B. 110 (1890) 1157-. 



used in building, strength. Roux, J. (vin) 

 A. Cond. Pon. Chauss. 7 (1863) 292-, 312-, 

 333-; 8(1864) 31-. 



St. Venant's problem, application to bodies 



with curved fibres. Padova, E. Bm. B. 



Ac. Line. Bd. 6 (1890) (Sent. 2) 95-. 

 , rectangular prism. Padova, E. 



N. Cim. 10 (1881) 102-. 

 Shearing strains of girders. Cox, H. Franklin 



I. J. 43 (1862) 222-. 



strength, theory, and application to bridge- 

 girders. Kdpcke, C. Hann. Z. Archt.-Vr. 

 4 (1858) 225-. 



stress in straight beams, determination of 

 limits. Collignon, E. A. Pon. Chauss. 17 

 (1889) 125-. 



Strains in flat bar subjected to unsymmetrical 

 . stress, distribution. Dalby, W. E. I. CE. 



P. 134 (1898) 324-. 

 . , internal, of beams. Airy, G. B. [1862] 



Phil. Trans. (1863) 49-. 

 _, , . Crehore, J. D. V. Nost. Eng. 



Mg. 18 (1878) 487-. 

 _,, under eccentric stresses. Guillot, 



, & Rabat, C. [1894] Gen. Civ. 26 



(1894-95) 43-. 

 _) _, _ . Keelhoff, F. Gen. 



Civ. 26 (1894-95) 220-. 



272 



