目 录1.设计资料...................................................................21.1 楼面构造及荷载：........................................................21.2 材料：..................................................................21.3 搁置长度及尺寸..........................................................21.4 附表：..................................................................22、梁板结构平面布置.........................................................33、板的计算....................................................................................................................................33.1 荷载....................................................................33.2 内力计算................................................................43.3 截面承载力计算..........................................................53.4 板的 配筋率验算..........................................................54、次梁计算....................................................................................................................................64.1 荷载....................................................................64.2 内力计算................................................................64.3 截面承载力计算..........................................................74.4 验算配箍率下限值........................................................95、主梁计算..................................................................95.1 荷载....................................................................95.2 内力计算...............................................................105.3 计算绘制包络图.........................................................105.4 主梁正斜截面承载计算及选配钢筋.........................................136、主梁的附加钢筋计算：...................................................157、配筋说明：...............................................................151.设计资料平面图：肋形楼盖平面尺寸为 L1×L2,厂房四周用 370mm 厚...
