Eex  =     0.0222        Eey  =     0.0027
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.3795        Raty1=     1.4693
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 7.3543E+06(kN/m)  RJY1 = 7.3543E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 8.0784E+05(kN/m)  RJY3 = 9.4029E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   4     Tower No.   1
  Xstif=    27.6541(m)     Ystif=     8.4794(m)     Alf  =     0.0000(Degree)
  Xmass=    28.1376(m)     Ymass=     8.4295(m)     Gmass(活荷折减)=  1683.9283(  1583.4821)(t)
  Eex  =     0.0222        Eey  =     0.0027
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.4646        Raty1=     1.5117
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 7.3543E+06(kN/m)  RJY1 = 7.3543E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.8736E+05(kN/m)  RJY3 = 8.9681E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   5     Tower No.   1
  Xstif=    27.6541(m)     Ystif=     8.4794(m)     Alf  =     0.0000(Degree)
  Xmass=    28.1346(m)     Ymass=     8.4285(m)     Gmass(活荷折减)=  1684.1851(  1583.7388)(t)
  Eex  =     0.0221        Eey  =     0.0027
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.7125        Raty1=     1.8470
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 7.3543E+06(kN/m)  RJY1 = 7.3543E+06(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 7.6798E+05(kN/m)  RJY3 = 8.4752E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   6     Tower No.   1
  Xstif=    27.6541(m)     Ystif=     8.4794(m)     Alf  =     0.0000(Degree)
  Xmass=    28.7639(m)     Ymass=     8.3137(m)     Gmass(活荷折减)=  1292.7271(  1192.1735)(t)
  Eex  =     0.0510        Eey  =     0.0089
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     8.5734        Raty1=     9.2893
  薄弱层地震剪力放大系数= 1.00 六层办公大楼建筑与结构设计+CAD图纸+计算书(24):http://www.youerw.com/gongcheng/lunwen_9024.html