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总计
3.96kN/m2

活载
办公楼                                                     2.0 KN/m2
公共楼梯间                                                 3.5 KN/m2
走廊                                                       2.5 KN/m2
卫生间                                                     2.5 KN/m2
资料室                                                     2.5 KN/m2
通风机房，电梯机房                                         7.0 KN/m2
会议室                                                     2.0 KN/m2
储藏室                                                       5.0 KN/m2
健身房                                                       4.0 KN/m2
二、屋面荷载：
20厚水泥蛭石砂浆找平层                              7×0.02=0.14kN/m2
40厚1:8水泥膨胀珍珠岩                              4×0.04=0.16kN/m2
20厚1:3水泥砂浆抹灰.                               20×0.02=0.4kN/m2
120厚承重钢筋混凝土屋面板.                         25×0.12＝3.00kN/m2
40厚C20细石混凝土防水                                       1.0KN/m2 现代体育研究与培训中心建筑与结构设计+CAD图纸(7):http://www.751com.cn/gongcheng/lunwen_13880.html