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钢框架的竖向荷载如何计算化工厂的三层框架,7度设防,每层框架上均有设备,无围护墙,竖向荷载可不可以按混凝土的框架结构的竖向分层法计算,但是我年竖向分层法的假定是,侧移量较小,不过钢框架的侧移肯定是比混凝土框架的位移大,那么能否按此分层法进行计算呢?再者,这样的情况下,风荷载如何考虑呢,只考虑梁柱上的风载吗,那钢板上的设备如何考虑呢?柱间要设柱间支撑吗?那位同仁做过类似的工程呢,我是第一次做,很迷茫呀,指点指点吧!!
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