Tag Archive for Tag: Transverse reinforcement

Tag: Transverse reinforcement Composite beams-longitudinal shear

Critical lengths and cross-sections It will be show in Section 3.7 that the bending moment at which yielding of steel first occurs in a simply-supported composite beam can be below 70% of the ultimate moment. If the bending-moment diagram is parabolic, then at ultimate load partial yielding of the steel beam can extend over more than half of the span. At the interface

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