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Ultimate resisting moment of beams with compression reinforcement
Change in basic assumptions proposed; present method is inconsistent for shallow beams and slabs with large percentages of compression steel; revised form of Eq. (A3) in Section A606 of ACI Building Code (ACI 318-56) is suggested.
Ultimate resisting moment of beams with compression reinforcement
Change in basic assumptions proposed; present method is inconsistent for shallow beams and slabs with large percentages of compression steel; revised form of Eq. (A3) in Section A606 of ACI Building Code (ACI 318-56) is suggested.
Ultimate resisting moment of beams with compression reinforcement
Am Concrete Inst -- J
Guillard, E. (Autor:in)
1958
14 pages
Aufsatz (Zeitschrift)
Englisch
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