钢筋混凝土课程设计目录一．设计资料..................................................................................................................................2二．方案选择..................................................................................................................................2三．楼盖的结构平面布置..............................................................................................................2四．板的设计..................................................................................................................................31．荷载............................................................................................................................32．内力............................................................................................................................43.配筋计算.......................................................................................................................4五．次梁的计算..............................................................................................................................5<1>.无隔墙次梁计算...............................................................................................................51.荷载...............................................................................................................................52.内力...............................................................................................................................63.配筋计算.......................................................................................................................7<2>.有隔墙次梁计算...............................................................................................................91.荷载...............................................................................................................................92.内力...............................................................................................................................93.配筋计算.....................................................................................................................10六．主梁的计算............................................................................................................................121.荷载.............................................................................................................................132.内力.............................................................................................................................133.内力包络图.................................................................................................................174.配筋计算.....................................................................................................................175.附加箍筋计算.............................................................................................................19一．设计资料某多层房屋采用现浇钢筋混凝土肋形楼盖，层高3.6米。四周由砖墙承重。中间设置现浇钢筋混凝土柱承重，柱截面尺寸400×400。柱网轴线尺寸l1=6.30m,l2=7.80m。楼面均布活荷载标准值为4.0kN/㎡。楼面做法：10mm水磨石面层，20mm水泥砂浆，60mm焦碴混凝土垫层顶棚做法：V型轻钢龙骨吊顶（一层石膏板，无保温层）隔墙：150mm陶粒空心砌块，20mm石灰砂浆双面抹灰材料：混凝土强度等级C30；钢...
