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(26)
Xstif= 22.4871(m) Ystif= 13.1659(m) Alf = 45.0000(Degree)
Xmass= 22.5184(m) Ymass= 12.9066(m) Gmass(活荷折减)= 1558.0271( 1274.6244)(t)
Eex = 0.0016 Eey = 0.0132
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.8991 Raty1= 1.8940
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.0176E+06(kN/m) RJY1 = 5.0176E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.0939E+06(kN/m) RJY3 = 1.1610E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 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)= 1679.0679( 1364.9553)(t)
Eex = 0.0001 Eey = 0.0078
Ratx = 1.0714 Raty = 1.0714
Ratx1= 1.3613 Raty1= 1.4373
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 = 7.5334E+05(kN/m) RJY3 = 8.1601E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 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)= 1679.0679( 1364.9553)(t)
Eex = 0.0001 Eey = 0.0078
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4497 Raty1= 1.4964
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 = 7.0852E+05(kN/m) RJY3 = 7.5850E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 22.4872(m) Ystif= 13.1659(m) Alf = 45.0000(Degree)
Xmass= 22.4896(m) Ymass= 13.0133(m) Gmass(活荷折减)= 1679.0679( 1364.9553)(t)
Eex = 0.0001 Eey = 0.0078
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