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Comparative design of a viaduct (1912)
Carter, Roy Rudy · leaf 58
/6. VYeb 5p/ice. I ntermediaie. Girder. Bearing; The maximum end reaction is 325 500 pounds,using bearing plates 33 long, the necessary width is 325 500/600x33) = 16.4. Plat03 33xl8x3/4 will be U3ed. fhe ©quiredlength of five inch rollers is 325 500/(600x5)= 108.5. Sixfive-inch rollers 18 long will… … Art. 6. Design of Girder. Qut3r Girder, Intermediate Span: The loading to produce maximum reaction on the outer girder j.s anown in Fig. 5.The live load reaction is 640 pounds per lineal foot of girderand gives a moment of 9 030 000 pound-inches. The dead loadmoment, including that produced by the…Bridges · Viaducts · Theses
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