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Showing results for tags 'stiffness modifier'.
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As salamu alikum, I have a query related to concrete design. We know that the stiffness modifiers should be considered only for the structural analysis. My query is during designing concrete members (beam and column) which modifiers should we use? Can we use full gross section (Ig=1.0) or same... -
Dear Members, I would like to have your feedback on the use of stiffness modifier. We generally use the value dictated by ACI committee as to model the cracked behavior, which are Compression Member : Wall, Column, Pier = 0.7 Flexure Member : Beam, Spandrels = 0.35 Slab = 0.25 What if...
