Design of a reinforced-concrete deck-girder highway bridge (1913)
Huxmann, Richard Frederick · leaf 78
the end when the engine load is just to the right of the support. The shear is equal to the reaction or 122,500 pounds. The area available to resist shear is 2.5 X 4.75 ■* 11.9 square feet or 143 square inch. The shear per square inch is 122500 - 85.5 pounds, which is 143 within the allowable limit… … 35 Art. 7. Design of Substructure.The maximum load to be carried by any one of the piers isa full span length of the bridge and the engine load when direct-ly above the pier. The center of gravity of the engine loadv/ill be assumed to act thru the long axis of the pier, 45,000lbs. acting on the…
Bridges · Reinforced concrete construction · Girders · Theses
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