Design of a reinforced-concrete deck-girder highway bridge (1913)
Huxmann, Richard Frederick · leaf 74
32 … EUGENE OIETZGCN CO CM i C AiiC - N(w vO*K 33 = 25,556,000 Id.in.The area of the tensile steel is .02 I 30 Z 53 = 31.8 sq. in. compressive n .01 Z 30 X 53 » 15.9 See Fig. 8. he maximum shear occurs in the girder at the end when the engine load is just to the right of the support. The shear is equal…
Bridges · Reinforced concrete construction · Girders · Theses
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