It be used not to need bending moment diagrams. final results computed be examined by barbending moment. 9figs.
使用该公式时无需作弯矩图,仅由杆端弯矩即可对结构的计算结果进行校核。
2
The master frame is characteristic of shear structure deformation and the master support features bending cantilever bar deformation.
总框架具有剪切结构的变形特征,总支撑则具有弯曲悬臂杆的变形特征。
3
P The minimum diameter to which a bar is bent shall be such as to avoid bending cracks in the bar, and to avoid failure of the concrete inside the bend of the bar.