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Tests of girders, subjected to high shearing stresses
Ultimate strength tests were conducted on 2 large reinforced concrete girders with thin webs; stirrups were proportioned according to truss analogy theory without any deduction in shear diagram, using allowable working stress in steel of 2400 kg/sq cm; in comparison of results of 2 tests, inclined web reinforcement proved to be considerably superior to vertical. English summary.
Tests of girders, subjected to high shearing stresses
Ultimate strength tests were conducted on 2 large reinforced concrete girders with thin webs; stirrups were proportioned according to truss analogy theory without any deduction in shear diagram, using allowable working stress in steel of 2400 kg/sq cm; in comparison of results of 2 tests, inclined web reinforcement proved to be considerably superior to vertical. English summary.
Tests of girders, subjected to high shearing stresses
Versuche an Plattenbalken mit hoher Schubbeanspruchung
Leonhardt, F. (author) / Walther, R. (author)
1962
71 pages
Article (Journal)
German
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