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  1. safakarslan

    U Shape Lift Core Wall for the Pushover Analysis

    Since Etabs doesn't allow assigning hinges to the shear walls, i am going to model those as columns and then edit with section designer. Do i have to model the u shaped core walls as 3 single elements on 3 joints? If so, how can i ensure the connectivity between those 3 parts and the beam? Or...

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