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  • Users: Luiz163
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  1. Luiz163

    Modeling of flexible diaphragm

    I am modeling a steel structure using Staad.Pro v8i.Some areas of the floors are covered with bar grating instead of steel plates,so I am considering to model these areas as flexible diaphragm.A reference suggests using Floor Load with no plates for these areas.However,Floor Load doesn't work...

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