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Great! Agree on the applications of loads. The follow-up question would be, is it required to be analyzed using 3D model per ASCE 7-16, 12.7.3? 12.7.3 states that for horizontal irregularity 1a, 1b, 4, and 5, a 3D model is required; the only exception is provided for a flexible diaphragm structure ...
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