乌海大学毕业设计七风荷载内力计算基本风压w0=0.4kN/m2，地面粗糙度为B类。本章计算以左风为例。（一）风荷载计算wk=βzμsμzw0，建筑物高度<30m，故βz=1.0迎风时μs1=+0.8，背风时μs2=-0.5，则μs=0.8+0.5=1.3计算过程见下表楼层高度H(m)μzwkA(m2)P(kN)五19.21.230.6421.8413.98四15.61.150.628.0816.85三12.01.060.5528.0815.44二8.41.00.5228.0814.60一4.81.00.5232.7617.04计算简图（单位：kN）51乌海大学毕业设计（二）内力计算1．抗侧刚度和反弯点高度确定计算过程见下表楼层KαD(104kN/m)y0Iy1α2y2α3y3yhh-yh边柱五1.190.373.080.3610——101.302.30四1.190.373.080.411010101.482.12三1.190.373.080.461010101.661.94二1.190.373.080.501010101.801.80一1.270.541.940.62—00.680——3.292.01中柱五2.390.544.50.4210——101.512.09四2.390.544.50.451010101.621.98三2.390.544.50.501010101.801.80二2.390.544.50.501010101.801.80一2.550.672.410.55—00.680——2.922.382．剪力在各层分配（单位：kN），VP5=13.98V5=2.84V5=4.15VP4=30.83V4=6.27V4=9.15VP3=46.27V3=9.41V3=13.73VP2=60.87V2=12.38V2=18.06VP1=77.91V1=17.39V1=21.573．柱端弯矩计算（单位：kN∙m）52乌海大学毕业设计6.538.673.696.2713.2919.129.2814.8218.2624.7115.6224.7122.2832.5122.2832.5134.9551.3457.2162.984．风荷载作用下的内力图M图（单位：kN∙m）53乌海大学毕业设计VNV，N图（单位：kN）5．梁端柱边弯矩（单位：kN∙m）6.083.863.4915.7511.3910.2225.5717.6815.9035.1425.6923.0252.7637.2233.0354
