cantilever flexible steel diaphragm
does anyone know of any code prescribed limits on using a metal deck horizontal diaphragm as a cantilever? for instance, a steel deck on a box type building with open front and 3 shear walls. i believe there are limits imposed on cantilevering flexible wood diaphragms generated from earthquake faliures but i have not come across any limitations for steel deck diaphragms specifically.
IP卡
狗仔卡
发表于 2009-9-7 22:37:15
提升卡
置顶卡
沉默卡
喧嚣卡
变色卡
显身卡