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考虑到《建筑结构静力计算手册》中没有双向板在四周固接约束条件下，受局部均布荷载的计算表格，无法得到可靠的手算结果， 因此采用Midas建模计算为主，手算校核为辅。 为了简化模型，取4个角柱间的一部分梁板模型进行楼板承载力的验算。
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