1.6 结构平面布置图
第二章 荷载计算
2.1 永久荷载计算
2.1.1墙面荷载
1．    墙自重取值：17kN/ 
240厚墙面荷载
1、6mm聚合物抗裂砂浆                                       0.05kN/㎡
2、粉煤灰清渣空心砌块                                   7×0.2=1.4kN/㎡
3、20mm水泥砂浆                                     2×20×0.02=0.8N/㎡
4、GRC增强水泥聚苯复合保温板                                1.13kN/㎡
5、墙自重                                              17×0.24=4.08 kN/㎡
总计：                                            7.46 kN/㎡  取11.8 kN/㎡
2.1.2楼面荷载
楼面面荷载
1、30厚细石混凝土找平层                                0.03×20=0.6kN/㎡
2、20mm厚水泥砂浆找平层                               20×0.02=0.4kN/㎡
3、100mm现浇钢筋混凝土楼板                             0.1×25=2.5kN/㎡
4、平顶                                                       0.24kN/㎡
5、吊顶                                                       0.2 kN/㎡
6、装修荷载                                                   0.56 kN/㎡
    总计：                                                        4.5 kN/㎡
       苏州某青年公寓建筑与结构设计+CAD图纸(3):http://www.youerw.com/gongcheng/lunwen_15473.html