根据试验结果建立了单向板抗弯荷载有效分布宽度计算公式。计算结果和试验结果符合性较好，并提出了连续板弯矩分配系数。
On the basis of the test data, the formula of effective width for one-way slabs is deduced and the distribution coefficients of moment for continuous slabs are given.
算例计算结果表明，对于柱网均匀的多跨连续梁或连续单向板，该法的计算精度较高。
The results of an example show that, for the continuous beam and oneway slab of frame structure with uniform span, the method has highly precise.
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