摘要
《建筑地基基础设计规范》GB50007—2011提出的柱独立基础弯矩计算公式仅适用于轴心受压和小偏心受压的情况,但平房仓设计中基础通常为大偏心受压,其并未给出合适的计算方法。本文通过积分计算的方法,提出平房仓独立基础的弯矩计算公式。
The bending moment calculation formula of independent foundation proposed by ＂ Code for Design of Building Foundation＂ （GB 50007--2011） is only applicable to the situation of axial compression and little eccentric compression, but the foundation in storehouse design is usually large eccentric compression, which does not give a suitable calculation method. In this paper, the moment calculating formula of the independent foundation was put forward by the method of integral calculation.
出处
《粮食与食品工业》
2015年第4期101-103,共3页
Cereal & Food Industry
关键词
平房仓
独立基础
大偏心受压
弯矩
storehouse
independent foundation
large eccentric compression
bending moment
