The dimension of footing base with eccentric loads is usually calculated b trial-calculation.This process is complicated and unpractical in the teaching and the result is uneconomical.
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- 摘要确定偏心荷载作用柱下独立基础基底尺寸,以往采用试算法,过程繁杂,也不利于教学,且计算结果未必经济。