Sep 14, 2006 #1 cpMB Civil/Environmental Joined Sep 14, 2006 Messages 4 Location US 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
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