蛛网式梁格楼盖径向梁内力分析及变形计算

Internal Force Analysis and Deformation Computation of Radical Beams of Beam and Slab Structure Floor in Web Form

依据整体式钢筋砼肋形楼盖和井式楼盖计算理论和蛛网式梁格中径向梁交点O处变形协调条件,采用弹性支座刚度系数法计算任意荷载作用下蛛网式梁格楼盖径向梁的内力及变形.

On the basis of computing theory of cast-in-place reinforced concrete floor with check beams or griders,it is computed for internal forced and deformation of the radial beams of beam and slab struture of floor in web form in the method of coefficient of rigidity of elastic support,according to the deformation coordinate condition on point o of intersection beam.