In this paper boundary integral method is generalized to solve the problem of bending of heavy camber cantalever beam.

采用边界积分法求解了大挠度悬臂梁的弯曲问题，给出了求解大挠度悬臂梁的解析解的新方法。

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Today, a lot of heavy works are produced on theoretic research because the expression of the equation of camber is often a expression of divided function.

目前常用的弯矩方程表达式通常是一个分段函数表达式，这给理论研究带来了许多冗繁的工作。

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