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concrete buildings - villas - structural design and analysis

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Hussein Abdeldayem2022/12/29 20:10
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4. Serviceability Limits States 4.1 Deflection of Concrete To avoid excessive deflections and damage to non-structural elements, the residual deflection after the initial camber shall be limited to the following values: L/250 Total deflection. L/500 Or 20 mm (whichever is lesser) for the part of deflection after the construction of brittle materials. https://str.hmengservices.com/ https://www.hmengservices.com/

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