受弯构件正截面承载力的程序设计

PROCEDURE DESIGN OF LOAD-BEARING CAPACITY IN NORMAL SECTION OF THE WINDING COMPONENT

本文根据新《规范》受弯构件双筋T形截面正截面承载力的两个基本公式,导出了可用于单筋或双筋矩形截面、T形截面的计算公式。用BASIC语言编制的计算程序,解决在板、梁设计和整体式肋梁楼盖设计中繁琐重复的计算。

This paper, according to two basic formulae of load-bearing capacity in normal sec-tion of the new ' Standard ' concerning double reinforcement T -shape section of the winding component, led out the calculating formula that can be used in rectangular section of single or double reinforcement and T-shape section. By applying calcul ating procedure worked out by BASIClanguage repeated calculating the design of plank,roof beam and of whole style rib roof beamhuiloing lid can be avoided.