《建筑技术通讯》1975年第5期介绍了矩形截面坡形梁在均布荷载作用下的配筋计算方法,这个方法可以推广运用到集中荷载和均布荷载共同作用的坡形梁。具体算法如下: 将坡形梁分为若干个单坡形的区段,使每个区段内只有均布荷载作用。为此,每个区段的端点应取在集中荷载作用点处、梁的坡面转折点处或两种不同大小的均布荷载分界点处。 “Building Technology and Communications”, 1975, No. 5, presents a reinforcement calculation method for a rectangular section of a sloped beam under uniform load. This method can be applied to sloped beams with a combination of concentrated loads and uniform loads. The specific algorithm is as follows: The sloped beam is divided into a number of single-slope sections, so that only uniform load acts in each section. For this reason, the end point of each zone should be taken at the point of application of the concentrated load, the turning point of the slope of the beam, or at the point of uniform distribution of two different sizes of load.