我的毕业设计柱有一个变截面,导致柱子有一个25mm的偏心,在手算一榀框架分层法时候需要计算变截面以上所有层累计荷载产生的偏心弯矩吗?
我的毕业设计柱有一个变截面,导致柱子有一个25mm的偏心,在手算一榀框架分层法时候需要计算变截面以上所有层累计荷载产生的偏心弯矩吗?
减少变截面层数,统一归并一下截面,尽量统一。说实话,600*600截面变成500*500截面从造价上也就那样,还不如直接统一成600*600截面。
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