Reinforced-concrete floor slabs in multi-story building construction

Concentric strain due to shrinkage and/or temperature variations

Constraint forces occurring in reinforced-concrete members are often difficult to determine. This particularly applies to reinforced-concrete floor slabs in multi-story building construction, which are always subject to a combined action of in-service loading and concentric strain. However, when designing structural members for the serviceability limit state (and more specifically, verifying crack widths), it is crucial to arrive at a realistic estimate of the constraint force. In reinforced-concrete floor slabs for multi-story building construction, constraint forces can be generated by...

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