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本文的统一解法可以解决四边支承的矩形板在任意荷载作用下的弯曲．这种解法沟通了纳维叶解与李维解法的内在联系，并解释了经典解法存在局限性的原因．这种求解方法思路清晰，收敛速度快，计算精度高，适用范围广。
The unified solution method in this paper can solve the bending of a rectangular plate supported by four sides under any load. This solution communicates the intrinsic relationship between Naivey’s solution and Li Wei’s solution, and explains why the classical solution has its limitations. The solution method has clear thinking, fast convergence, high calculation accuracy and wide application range.