As-Salaam Aleikum to all.
My question is.
If we modeling ribbed slab in the beam-column frame system in etabs. then what stiffness modifier factor for ribbed slab for getting design results…?
STIFFNESS MODIFIER FOR RIBBED SLAB IN ETABS MODEL…?
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One response to “STIFFNESS MODIFIER FOR RIBBED SLAB IN ETABS MODEL…?”
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You can use same SMF as you consider in regular slab.
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