高档写字楼建筑与结构设计+CAD图纸(25)
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.2886 Raty1= 1.3292
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.4469E+06(kN/m) RJY1 = 4.4469E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.5295E+05(kN/m) RJY3 = 5.6692E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 59.7057(m) Ystif= 9.1604(m) Alf = 45.0000(Degree)
Xmass= 59.4067(m) Ymass= 9.0711(m) Gmass(活荷折减)= 957.6346( 836.8197)(t)
Eex = 0.0207 Eey = 0.0062
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4401 Raty1= 1.4588
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.4469E+06(kN/m) RJY1 = 4.4469E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.4576E+05(kN/m) RJY3 = 5.5691E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 59.7057(m) Ystif= 9.1604(m) Alf = 45.0000(Degree)
Xmass= 59.4067(m) Ymass= 9.0711(m) Gmass(活荷折减)= 957.6346( 836.8197)(t)
Eex = 0.0207 Eey = 0.0062
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4815 Raty1= 1.5672
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.4469E+06(kN/m) RJY1 = 4.4469E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.4140E+05(kN/m) RJY3 = 5.4536E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 59.7057(m) Ystif= 9.1604(m) Alf = 45.0000(Degree)
Xmass= 59.3695(m) Ymass= 9.0290(m) Gmass(活荷折减)= 1044.7404( 904.6079)(t)
Eex = 0.0232 Eey = 0.0091
Ratx = 1.0000 Raty = 1.0000
Ratx1= 2.6388 Raty1= 4.9362
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.4469E+06(kN/m) RJY1 = 4.4469E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.2204E+05(kN/m) RJY3 = 4.9711E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)