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(28)
Xmass= -11.7149(m) Ymass= -11.0350(m) Gmass(活荷折减)= 1390.8848( 1299.5542)(t)
Eex = 0.0554 Eey = 0.0380
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.6539 Raty1= 1.7802
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 = 1.0480E+06(kN/m) RJY3 = 7.5095E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= -10.6324(m) Ystif= -11.6977(m) Alf = 0.0000(Degree)
Xmass= -11.3517(m) Ymass= -11.0428(m) Gmass(活荷折减)= 1190.1864( 1101.2764)(t)
Eex = 0.0368 Eey = 0.0376
Ratx = 1.0000 Raty = 1.0000
Ratx1= 6.1485 Raty1= 5.2561
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 = 9.0519E+05(kN/m) RJY3 = 6.0262E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 7 Tower No. 1
Xstif= 0.3651(m) Ystif= -6.1677(m) Alf = 0.0000(Degree)
Xmass= -1.7080(m) Ymass= -6.1208(m) Gmass(活荷折减)= 155.7850( 147.5824)(t)
Eex = 0.1545 Eey = 0.0039
Ratx = 0.2722 Raty = 0.2722
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.0070E+06(kN/m) RJY1 = 2.0070E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.1031E+05(kN/m) RJY3 = 1.6379E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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X方向最小刚度比: 1.0000(第 7层第 1塔)
Y方向最小刚度比: 1.0000(第 7层第 1塔)
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结构整体抗倾覆验算结果
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抗倾覆力矩Mr 倾覆力矩Mov 比值Mr/Mov 零应力区(%)
X风荷载 2099949.0 10388.1 202.15 0.00