墙下条形基础下的桩的承台梁应该怎样计算?用手算可以吗?我看桩基规范上说有按附录F当中的按照弹性倒梁法进行计算,可是十分的复杂,需要计算梁的刚度。有没有什么简便方法啊?
墙下条形基础下的桩的承台梁应该怎样计算?用手算可以吗?我看桩基规范上说有按附录F当中的按照弹性倒梁法进行计算,可是十分的复杂,需要计算梁的刚度。有没有什么简便方法啊?
2楼
没有更好的方法了,你最好还是先看看书,然后就知道了,最主要的是我们可以建模的时候把它做成那个类型的,这样我们就知道了它到底是怎么回事了!也就是说,墻下的梁式承台就是按弹性地基础梁做的!
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3楼
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4楼
什么书可以指导设计墙下承台或是墙下承台梁呀,很想知道,急用,盼望能给我们讲下哦!
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