Beam and slab of RC floor system, which bear vertical load directly, act on each other and work together.
钢筋混凝土梁板体系中梁与楼板作为直接承担竖向荷载的构件，彼此之间相互作用，共同工作。
Due to the large span of the floor slab, the moment torsion of the beam, under the vertical load, is obvious.
由于板跨较大，竖向荷载使梁截面承受的扭矩较大。
The result of analysis show that there is more yield hinges on the top tow storey columns of 6-storey frame7. It means that the heavy vertical load go against to the beam hinges mechanism of frame.
分析结果表明，7度区六层框架上部两层柱子出铰随竖向荷载的增大而增多，竖向荷载的增大更不利于梁铰机制的形成。
应用推荐