计算取值                                              gk=5.7 kN/m2

楼面恒荷载
水泥浆一度                                             0.02 kN/m2
钢筋混凝土楼板（折算厚度120）                          3.0 kN/m2
50厚装饰层                                             1kN/m2
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合   计                                              gk=4.02 kN/m2
计算取值                                             gk=4.02 kN/m2           

200厚内墙恒荷载
8厚1:1:4混合找平                                       0.16 kN/m2
5厚1:0.5:2.5混合砂浆垫层                               0.1 kN/m2
5厚1:0.5:2.5混合砂浆垫层                               0.1 kN/m2                    
两面白涂料二度                                         0.056 kN/m2
混凝土小型空心砌块                             0.2x11.8=2.36kN/m2             
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合   计                                               gk=2.776 kN/
计算取值                                              gk=2.78kN/m2 常熟璜泾化纤加弹市场商场结构设计+CAD图纸(3):http://www.751com.cn/gongcheng/lunwen_11236.html