When a structure has a Re-entrant Corner irregularity, ASCE 7-16 Section 12.3.3.4 requires that the design forces be increased by what percentage for the design of the connection between the diaphragm and the vertical elements?
When a structure has a Re-entrant Corner irregularity, ASCE 7-16 Section 12.3.3.4 requires that the design forces be increased by what percentage for the design of the connection between the diaphragm and the vertical elements?