I am trying to accurately model a gable roof with a structural metal roof deck that acts as a diaphragm.
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I only want to consider metal roof deck with no concrete topping.
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Ultimately i d like to take forces from my staad model to design the structural metal roof deck diaphragm.
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Semirigid diaphragms are meshed into quadrilateral plates within ram frame or ram concrete analysis using the properties of the deck defined in ram modeler.
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For composite and non composite decks the effective thickness poisson s ratio and elastic modulus in the diaphragm box are used for the plate properties.