五层办公楼建筑与结构设计+CAD图纸+计算书(27)
Xmass= 30.2771(m) Ymass= 21.3439(m) Gmass(活荷折减)= 1345.7350( 1247.4066)(t)
Eex = 0.0012 Eey = 0.0080
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.6530 Raty1= 1.7180
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3776E+06(kN/m) RJY1 = 4.3776E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.0060E+05(kN/m) RJY3 = 4.2664E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 30.2514(m) Ystif= 21.1700(m) Alf = 45.0000(Degree)
Xmass= 30.2678(m) Ymass= 21.2168(m) Gmass(活荷折减)= 1141.0088( 1049.1187)(t)
Eex = 0.0008 Eey = 0.0022
Ratx = 1.0000 Raty = 1.0000
Ratx1= 4.1217 Raty1= 4.8664
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3776E+06(kN/m) RJY1 = 4.3776E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 4.3263E+05(kN/m) RJY3 = 3.5476E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 30.2514(m) Ystif= 25.3700(m) Alf = 45.0000(Degree)
Xmass= 30.2514(m) Ymass= 25.4313(m) Gmass(活荷折减)= 90.5079( 83.4519)(t)
Eex = 0.0000 Eey = 0.0103
Ratx = 0.2579 Raty = 0.2579
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 1.1290E+06(kN/m) RJY1 = 1.1290E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.4995E+05(kN/m) RJY3 = 1.0414E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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X方向最小刚度比: 1.0000(第 6层第 1塔)
Y方向最小刚度比: 1.0000(第 6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 1776008.2 9154.4 194.01 0.00
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