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  1. dhg

    STIFFNESS mODIFIER TO BE USED FOR CALCULATION OF DEFLECTION?

    Dear friends, If I take the stiffness modifier as follows in my analysis model as prescribed by IS:1893:2016 (Indian Code) Column: 0.7 Ig Shearwall: 0.7Ig ( not specified in Code) Beam: 0.35 Ig Slab( thin shell in ETAB model) : 0.35Ig ( not specified in Code) I will design all the...

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