摘要
本文依据有关文献和试验结果，对配筋砌体受弯构件提出了假设，通过分析讨论，得到配筋砌体受弯构件抗弯能力计算公式，并给出算例。
In accordance with the rusults of the related literatures and tests, this peper proposed the hy-pothesis for the Be curved parts of the reinforce masonry and obtained the formula for Be curred parts an-ticurvedility calculation, and a computation example is also presented.
