摘要
本文提供一种用截断多项式求解连续梁弯曲变形的简单方法。这种方法不需要解静不定问题,也不需要解联立方程预先求出多余支反力,就能求得连续梁挠曲线方程的一般表达式。
This paper provides a simple method for an interrupted polynomial solution for the deflection of a continuous beam. This method is not necessary to solve the indeterminate problems neither the simultaneous equations in order to find the redundancy reactions. It is possible to obtain a general expression for beam deflections.
