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该文基于无限长文克尔梁的解答，推导出具有悬挑的十字交叉基础梁柱荷载分配系数的公式，这种公式适用于各种结点和悬挑情况，且只引入一个统一的悬挑系数。
In this paper, based on the solution of an infinitely long Wyndham beam, a formula for the load distribution coefficient of overhanging cross-column beam columns is deduced. This formula is applicable to various nodes and cantilever situations, and only introduces a uniform suspension. Pick coefficient.