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.

• 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。