100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                               0.002x14x2=0.056 kN/m2
混凝土小型空心砌块                              0.1x11.8=1.18kN/m2             
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合   计                                             gk=1.596 kN/
计算取值                                            gk=1.60kN/m2
          
外墙恒荷载
混凝土小型空心砌块                              0.2x11.8=2.36 kN/m2
油性防水材料二度                               0.002x14=0.028 kN/m2
10厚1:3水泥砂浆                                   0.01x20=0.2 kN/m2
10厚1:3水泥砂浆打底                                       0.2 kN/m2
面砖                                        0.003 x17.8=0.053kN/m2
8厚水泥砂浆找平呈粗糙面                                  0.2 kN/m2
10厚1:3水泥砂浆底                                        0.2 kN/m2                                                 常熟璜泾化纤加弹市场商场结构设计+CAD图纸(4):http://www.751com.cn/gongcheng/lunwen_11236.html