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4 288
you must chose rectangular shape for those external columns, and reduce the size of the corewall , seems like your structure model prefer twisting around that super stiff corewall
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11b_β_ααΆαααΆαααααααααΉαααααα·ααΈα’αα»ααααααα.pdf0.77 KB
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Hello, i am find this paper: ASCE 7-22. (2022). Minimum Design Loads and Associated Criteria for Buildings and Other Structures. Vriginia: American Society of Civil Engineers
