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İnternational Design Codes
ASCE 7-16 : Modeling of Shearwalls (ASCE 7-16)
TSC 2018 : Shearwall Modeling
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In reinforced concrete walls with cross-section shape I, T, L, U or C, the ratio of the length of at least one shearwall arm in each direction to its thickness should obey the rule. Otherwise, the structural system element will not be counted as a shearwall in that direction. If this condition is not met in the geometry control, a warning is given automatically and the error is listed on the first page of the reports.
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