Floor No. 2 Tower No. 1
Xstif= 10.7422(m) Ystif= 17.9701(m) Alf = 0.8628(Degree)
Xmass= 11.2238(m) Ymass= 16.4587(m) Gmass(活荷折减)= 606.5646( 562.6218)(t)
Eex = 0.0370 Eey = 0.1362
Ratx = 0.4856 Raty = 0.7287
Ratx1= 2.5347 Raty1= 2.6638
Ratx2= 1.9714 Raty2= 2.0718
薄弱层地震剪力放大系数= 1.00
RJX1 = 3.1170E+07(kN/m) RJY1 = 4.2491E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.5960E+06(kN/m) RJY3 = 3.1404E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 8.9517E+05(kN/m) RJY3/H = 1.0829E+06(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 10.6790(m) Ystif= 17.3325(m) Alf = 0.0000(Degree)
Xmass= 11.2229(m) Ymass= 16.0782(m) Gmass(活荷折减)= 585.0793( 542.5852)(t)
Eex = 0.0403 Eey = 0.1125
Ratx = 0.8742 Raty = 0.9807
Ratx1= 1.8406 Raty1= 1.9089
Ratx2= 1.4316 Raty2= 1.4847
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.7248E+07(kN/m) RJY1 = 4.1669E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.4631E+06(kN/m) RJY3 = 1.6842E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 5.0452E+05(kN/m) RJY3/H = 5.8076E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 4 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 = 0.9980
Ratx1= 1.6073 Raty1= 1.6667
Ratx2= 1.2988 Raty2= 1.3303
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 = 1.1356E+06(kN/m) RJY3 = 1.2604E+06(kN/m) RJZ3 = 0.0000E+00(kN/m) 高层住宅建筑剪力墙结构设计+CAD图纸(27):http://www.youerw.com/gongcheng/lunwen_3300.html