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  1. Ydelmoral

    ETABS Rigid Diaphragm Distribution - Precast Panels

    Hi, I wanted to get some feedback from ETABS users regarding the shear distribution due to rigid diaphragm approach. I am modeling a 13 elevated floors building that has horizontal precast panels from level 3 up, and then vertical panels below. The way I am modeling the joints is with a 1" gap...

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