RJX3 = 8.8681E+05(kN/m)  RJY3 = 9.0542E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.3     Tower No.1
  Xstif= 36.8482(m)    Ystif= -10.0003(m)  Alf= 45.0000(Degree)
  Xmass= 37.0171(m)  Ymass=-10.7000(m)  Gmass(活荷折减)= 1961.5057(1734.0208)(t)
  Eex  = 0.0079        Eey  = 0.0329
  Ratx = 1.0075        Raty = 1.0075
  Ratx1= 1.6069        Raty1= 1.5798
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 7.3509E+06(kN/m)  RJY1 = 7.3509E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 8.3968E+05(kN/m)  RJY3 = 8.5594E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.4     Tower No.1
  Xstif= 37.4716(m)    Ystif= -10.8781(m)  Alf= 45.0000(Degree)
  Xmass= 37.6346(m)  Ymass=-11.3850(m)  Gmass(活荷折减)= 1762.8120(1580.4102)(t)
  Eex  = 0.0087        Eey  = 0.0269
  Ratx = 0.8806        Raty = 0.8806
  Ratx1= 1.7937        Raty1= 1.7436
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 6.4731E+06(kN/m)  RJY1 = 6.4731E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.4648E+05(kN/m)  RJY3 = 7.7400E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.5     Tower No.1
  Xstif= 37.6370(m)    Ystif= -11.1067(m)  Alf= 45.0000(Degree)
  Xmass= 38.1981(m)  Ymass=-12.1379(m)  Gmass(活荷折减)=1427.4333(1339.3839)(t)
  Eex  = 0.0324        Eey  = 0.0595
  Ratx = 0.9322        Raty = 0.9322
  Ratx1= 8.5778        Raty1= 9.5460
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 6.0343E+06(kN/m)  RJY1 = 6.0343E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 5.9451E+05(kN/m)  RJY3 = 6.3414E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.6     Tower No.1
  Xstif= 36.8424(m)    Ystif= -2.2614(m)  Alf= 45.0000(Degree)
  Xmass= 35.0002(m)    Ymass= -4.2579(m)  Gmass(活荷折减)= 49.7352(46.5023)(t)
  Eex  = 0.1223        Eey  = 0.1325
  Ratx = 0.1566        Raty = 0.1566
  Ratx1= 1.0000        Raty1= 1.0000
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 9.4523E+05(kN/m)  RJY1 = 9.4523E+05(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 9.9012E+04(kN/m)  RJY3 = 9.4900E+04(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
 X方向最小刚度比:  1.0000(第  6层第 1塔)
 Y方向最小刚度比:  1.0000(第  6层第 1塔)

============================================================================
结构整体抗倾覆验算结果
============================================================================

             抗倾覆力矩Mr     倾覆力矩Mov    比值Mr/Mov    零应力区(%) 五层现浇钢筋混凝土框架结构商业中心建筑与结构设计和CAD图纸(26):http://www.youerw.com/gongcheng/lunwen_1016.html