一、概述:设计建筑物或构筑物时,会经常遇到关于计算深梁的问题,如浅仓、水槽、抗风梁、承墙梁以及码头支座梁等.深梁的高跨比比较大,其应力分布与线性图形有较大差别,与浅梁的基本假定——断面保持为平面、应力为弹性分布,纵向纤维之间没有压挤作用…等不符 I. Overview: When designing buildings or structures, they often encounter problems in calculating deep beams, such as shallow warehouses, sinks, wind-resistant beams, wall-supported beams, and pier support beams. The high-to-high ratio of deep beams is relatively large. The stress distribution is quite different from that of the linear pattern. The basic assumptions of the shallow beam are that the section remains plane, the stress is elastic, and there is no crush between the longitudinal fibers.