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对１１根Ｔ形、６根Ｌ形及２根矩形截面钢筋砼双向压弯构件进行了试验研究，在此基础上用电算程序进行理论计算，结果与试验结果吻合较好。同时还根据大量电算分析揭示了Ｔ形、Ｌ形截面双向压弯构件正截面承载力的变化规律。最后，编写了用于配筋计算的电算程序，该程序亦适用于其它任意截面形状压弯构件的正截面承载力计算。
A series of 11 T-shaped, 6 L-shaped and 2 rectangular reinforced concrete biaxial compression-bending members were tested and studied. The theoretical calculations were performed on the basis of the computer program. The results are in good agreement with the experimental results. At the same time, according to a large number of computational analysis, the law of the change of the bearing capacity of the normal section of the T-shaped and L-shaped cross-section biaxially-compressed and bent members was revealed. Finally, a computer program for calculation of reinforcement is prepared. This program is also applicable to the calculation of the normal section bearing capacity of other flexural members with arbitrary cross-sections.