RJX3/H = 3.9158E+05(kN/m)  RJY3/H = 4.3464E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   5     Tower No.   1
  Xstif=    10.6782(m)     Ystif=    17.3328(m)     Alf  =     0.0000(Degree)
  Xmass=    11.2224(m)     Ymass=    16.0775(m)     Gmass(活荷折减)=   585.0011(   542.5069)(t)
  Eex  =     0.0403        Eey  =     0.1125
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.4969        Raty1=     1.5309
  Ratx2=     1.2367        Raty2=     1.2560
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 2.7248E+07(kN/m)  RJY1 = 4.1586E+07(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 9.7146E+05(kN/m)  RJY3 = 1.0528E+06(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 3.3499E+05(kN/m)  RJY3/H = 3.6302E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   6     Tower No.   1
  Xstif=    10.6782(m)     Ystif=    17.3328(m)     Alf  =     0.0000(Degree)
  Xmass=    11.2224(m)     Ymass=    16.0775(m)     Gmass(活荷折减)=   585.0010(   542.5069)(t)
  Eex  =     0.0403        Eey  =     0.1125
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.4358        Raty1=     1.4537
  Ratx2=     1.2043        Raty2=     1.2146
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 2.7248E+07(kN/m)  RJY1 = 4.1586E+07(kN/m)  RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 8.7280E+05(kN/m)  RJY3 = 9.3128E+05(kN/m)  RJZ3 = 0.0000E+00(kN/m)
  RJX3/H = 3.0096E+05(kN/m)  RJY3/H = 3.2113E+05(kN/m)  RJZ3/H = 0.0000E+00(kN/m)
 ---------------------------------------------------------------------------
  Floor No.   7     Tower No.   1
  Xstif=    10.6782(m)     Ystif=    17.3328(m)     Alf  =     0.0000(Degree)
  Xmass=    11.2224(m)     Ymass=    16.0775(m)     Gmass(活荷折减)=   585.0010(   542.5069)(t)
  Eex  =     0.0403        Eey  =     0.1125
  Ratx =     1.0000        Raty =     1.0000
  Ratx1=     1.3954        Raty1=     1.4036
  Ratx2=     1.1841        Raty2=     1.1898 高层住宅建筑剪力墙结构设计+CAD图纸(28):http://www.youerw.com/gongcheng/lunwen_3300.html