板底抹灰：                                         0.02×17＝0.34 kN/m2
     总计：                                             4.15/4.65 kN/m2
（3）外墙荷载：
190厚混凝土空心砌块：                                       11.8kN/m3
30厚聚苯保温板：                                               4kN/m3
20厚抹灰：                                                    20kN/m3
瓷面砖：                                                     0.12kN/m2
10厚涂料：                                                   1.4kN/m3
       总计：                                                  2.90 kN/m2
（4）内墙荷载：
140厚混凝土空心砌块：                                        11.8kN/m3
20厚双面抹灰：                                                20kN/m3
10厚涂料：                                                    1.4kN/m3
       总计：                                                  2.48kN/m2
（5）外墙线荷载：

表1.3 外墙线荷载
轴线号    跨度（m）    梁高（m）    上层墙高h0（m）    线荷载（KN/ m） 扬州大学办公楼设计计算书+CAD图纸(4):http://www.youerw.com/gongcheng/lunwen_16738.html