Two-fold Internally Indeterminate Coupling between a Rigid Reinforcement Bonded to Concrete: Solution by the Busemann Method
In the foregoing sections, it was assumed that the reinforcement is not rigid. However, in the analysis of stress redistributions in a composite beam, a considerable role is played not only by the area of the structural steel member, but also by its moment of inertia.
KeywordsComposite Beam Reinforcement Ratio Stress Redistribution Live Load Sustained Load
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