五层教学楼框剪结构建筑设计和结构设计计算书和CAD图纸(27)
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4920 Raty1= 1.6004
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.3760E+06(kN/m) RJY1 = 5.3760E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.9820E+05(kN/m) RJY3 = 7.2410E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 22.4871(m) Ystif= 13.1659(m) Alf = 45.0000(Degree)
Xmass= 22.4896(m) Ymass= 13.0133(m) Gmass(活荷折减)= 1679.0676( 1364.9552)(t)
Eex = 0.0001 Eey = 0.0078
Ratx = 1.0000 Raty = 1.0000
Ratx1= 3.9292 Raty1= 5.4229
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.3760E+06(kN/m) RJY1 = 5.3760E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.6852E+05(kN/m) RJY3 = 6.4635E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 6 Tower No. 1
Xstif= 23.8871(m) Ystif= 5.3471(m) Alf = 45.0000(Degree)
Xmass= 24.3605(m) Ymass= 5.1680(m) Gmass(活荷折减)= 376.7396( 288.3298)(t)
Eex = 0.0241 Eey = 0.0091
Ratx = 0.3750 Raty = 0.3750
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 2.0160E+06(kN/m) RJY1 = 2.0160E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 2.4306E+05(kN/m) RJY3 = 1.7027E+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 1933866.2 14120.1 136.96 0.00
Y风荷载 1070533.0 29414.3 36.40 0.00
X 地 震 1769737.8 77170.9 22.93 0.00
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