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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.
Based on the calculation theory of the integral reinforced concrete ribbed floor and pit floor, and the coordination condition of the intersection point of the radial beam at the intersection point of the spider web, the stiffness coefficient of the elastic support is used to calculate the spider web cover radial under random loads. Beam internal forces and deformation.