六层办公大楼建筑与结构设计+CAD图纸+计算书(24)
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)
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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)
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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)
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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
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