窄截面柱单向偏心受压时的稳定计算

The Stability Calculation of Slight Sections Column Pressed by Single-direction Eccentric Force

详细推导了窄截面柱单向受压侧向稳定的计算方法，指出在进行柱设计时应避免出现２个方向平面刚度差异过大．

This paper deduces the equation of one column with the slight section pressed by the force which does not act on the center of the column in one direction, and points out that it is not allowed when we design columns that the abilities of two directions which resist the force are very different.