recepekmekci
New Member
First of all, good evening, for the effect of the infill walls in the new earthquake regulation, 2 formulas are given in Section 4.9.1.3 in the first case, so that there is no gap between the infill wall and the column beam, and if there is a gap in the second, will these options be available in idecad IDS? If so, how accurate and applicable is the detail in 4C.1 suggested by this regulation?
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