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…?
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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…?