窗下墙体自重：                             3×0.24×1.1×19=15.05kN
        粉刷：                          0.02×1.1×3.0×17×2=2,.24kN
窗边墙体自重：                         0.6×（3.8-2.2）×0.24×19=4.38kN
        粉刷：                        0.6×(3.8-2.2)×0.02×2×17=0.65kN
框架柱自重：                              0.5×0.5×3.8×25=23.75kN
      粉刷：                               1.3×0.02×3.8×17=1.67kN
连系梁传来楼面自重：                    0.5×0.5×4.2×4.2×3.74=16.49kN
空调板：                                                    1.6kN
    连梁传来次梁自重及粉刷                           
次梁传来板重                    
小计：中间层边节点集中荷载标准值为：      GD= 145.91kN

中柱连系梁自重及粉刷：                       10.5=0.83=11.33kN
内纵墙自重：                            3.9×3.4×0.24×19=60.45kN
      粉刷：                           3.9×3.4×2×0.02×17=9.02kN
扣除门洞重加上门洞：                  -2.1×1×（5.24-0.2）=-10.58kN             
框架柱自重及粉刷：                            23.75+1.67=25.42kN
纵向框架梁传来的楼面自重：              1/2×4.2×4.2/2 ×3.74=16.49kN
                                （ 4.2+4.2-3）/2×3/2×3.74=15.15kN
   连梁传来次梁自重及粉刷                            锡山职业学校实验楼的建筑与结构设计(11):http://www.youerw.com/gongcheng/lunwen_14106.html