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悬挑框架中的挑梁截面高度的确定以及钢筋配置是结构设计中经常遇到的问题,通过设置不落地的梁端边柱,可以改变结构性能,并降低截面尺寸及配筋.
The determination of the cross-section height of the cantilever beam in the cantilever frame and the configuration of the rebar are problems often encountered in the structural design. By setting the beam end-side columns that do not fall to the ground, the structural performance can be changed, and the section size and reinforcement can be reduced.