ASCE 7 Wind Load Cases 2, 4 Torsion
ASCE 7 Wind Load Cases 2, 4 Torsion
(OP)
Are there any examples of how to apply the torsion loads to complex floor plans of 2 and 3 story residences? Would it be acceptable to break up complex plans into rectangular diaphragms and apply the torsion load to each diaphragm separately?
Thanks
Thanks





