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2. How torsional modifier in ETABS is going to affect in this case? Any addition would be highly appreciated. Thanks in Advance.Also be aware that each cycle of the building the P-delta increase to the max, these typical gravity columns are now more similar to moment frame columns.
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4.0 System Organization and Examples. For supertall towers using outrigger systems without a complete perimeter moment frame, a large core size is critical to providing great building torsional stiffness, since the exterior frame contributes relatively little.
