矩形单独基础双向偏心荷载下的基底反力

Reaction under A Rectangular Single - footing Loaded by Two - directional Eccentric Load

文章导出了双向偏心荷载下矩形单独基础的基底反力表达式,在推导中考虑了由于大偏心荷载而产生的基础与土脱离的情况,可供设计者参考。

Some formulas for calculating the reaction under a rectangular single - footing loaded by two - directional eccentric load are derived. The fact which the footing and soil seperate each other is taken into consideration. This paper provides a reference for the designers.