六层现浇钢筋混凝土框架结构员工培训中心建筑与结构设计(27)
RJX1 = 5.7344E+06(kN/m) RJY1 = 5.7344E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.2520E+06(kN/m) RJY3 = 1.1872E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= -10.6324(m) Ystif= -11.6977(m) Alf = 0.0000(Degree)
Xmass= -11.7170(m) Ymass= -11.0438(m) Gmass(活荷折减)= 1392.0809( 1300.7504)(t)
Eex = 0.0555 Eey = 0.0375
Ratx = 1.2857 Raty = 1.2857
Ratx1= 1.3304 Raty1= 1.4535
薄弱层地震剪力放大系数= 1.00
RJX1 = 7.3728E+06(kN/m) RJY1 = 7.3728E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.1347E+06(kN/m) RJY3 = 9.2028E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= -10.6324(m) Ystif= -11.6977(m) Alf = 0.0000(Degree)
Xmass= -11.7341(m) Ymass= -11.0332(m) Gmass(活荷折减)= 1389.7395( 1298.4089)(t)
Eex = 0.0564 Eey = 0.0381
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.3497 Raty1= 1.4529
薄弱层地震剪力放大系数= 1.00
RJX1 = 7.3728E+06(kN/m) RJY1 = 7.3728E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0861E+06(kN/m) RJY3 = 8.3128E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= -10.6324(m) Ystif= -11.6977(m) Alf = 0.0000(Degree)
Xmass= -11.7341(m) Ymass= -11.0332(m) Gmass(活荷折减)= 1389.7395( 1298.4089)(t)
Eex = 0.0564 Eey = 0.0381
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4508 Raty1= 1.5068
薄弱层地震剪力放大系数= 1.00
RJX1 = 7.3728E+06(kN/m) RJY1 = 7.3728E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0643E+06(kN/m) RJY3 = 7.9206E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= -10.6324(m) Ystif= -11.6977(m) Alf = 0.0000(Degree)