五层钢筋混凝土现浇框架结构设计+CAD图纸(29)
Ratx = 1.2500 Raty = 1.2500
Ratx1= 1.2895 Raty1= 1.3574
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.0960E+06(kN/m) RJY1 = 5.0960E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0499E+06(kN/m) RJY3 = 8.2016E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 25.2000(m) Ystif=8.9000(m) Alf =5.0000(Degree)
Xmass=24.9935(m) Ymass=9.2135(m) Gmass(活荷折减)= 1464.9559( 1358.4379)(t)
Eex = 0.0114 Eey = 0.0173
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4142 Raty1= 1.4438
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.0960E+06(kN/m) RJY1 = 5.0960E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0330E+06(kN/m) RJY3 = 7.8837E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 25.2000(m) Ystif= 8.9000(m) Alf = 45.0000(Degree)
Xmass=25.0689(m) Ymass=9.2355(m) Gmass(活荷折减)= 1480.2711( 1371.8092)(t)
Eex = 0.0072 Eey = 0.0185
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.5262 Raty1= 1.5981
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.0960E+06(kN/m) RJY1 = 5.0960E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0435E+06(kN/m) RJY3 = 7.8008E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 26.5531(m) Ystif= 8.8429(m) Alf = 45.0000(Degree)
Xmass=25.4679(m) Ymass=9.0997(m) Gmass(活荷折减)= 1114.9908( 1009.1208)(t)
Eex = 0.0597 Eey = 0.0141
Ratx = 1.1488 Raty = 1.1488
Ratx1= 14.3965 Raty1= 10.2688
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.8543E+06(kN/m) RJY1 = 5.8543E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.7676E+05(kN/m) RJY3 = 6.9735E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 43.4500(m) Ystif= 9.4000(m) Alf = 45.0000(Degree)
Xmass=43.1689(m) Ymass=10.2973(m) Gmass(活荷折减)= 90.1408( 86.3008)(t)
Eex = 0.0420 Eey = 0.1339
Ratx = 0.1480 Raty = 0.1480
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 8.6667E+05(kN/m) RJY1 = 8.6667E+05(kN/m) RJZ1 = 0.0000E+00(kN/m)