薄弱层地震剪力放大系数= 1.00
RJX1 = 3.2251E+06(kN/m) RJY1 = 3.2251E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 4.6734E+05(kN/m) RJY3 = 4.6518E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 21.3582(m) Ystif= 15.4954(m) Alf = 45.0000(Degree)
Xmass= 21.3931(m) Ymass= 15.4489(m) Gmass(活荷折减)= 1412.7030( 1303.4805)(t)
Eex = 0.0016 Eey = 0.0022
Ratx = 1.3590 Raty = 1.3590
Ratx1= 1.2997 Raty1= 1.3743
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3828E+06(kN/m) RJY1 = 4.3828E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.0357E+05(kN/m) RJY3 = 4.9598E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 21.3582(m) Ystif= 15.4954(m) Alf = 45.0000(Degree)
Xmass= 21.3931(m) Ymass= 15.4489(m) Gmass(活荷折减)= 1412.7030( 1303.4805)(t)
Eex = 0.0016 Eey = 0.0022
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.4342 Raty1= 1.4807
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3828E+06(kN/m) RJY1 = 4.3828E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.0257E+05(kN/m) RJY3 = 4.8528E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 21.3582(m) Ystif= 15.4954(m) Alf = 45.0000(Degree)
Xmass= 21.3931(m) Ymass= 15.4489(m) Gmass(活荷折减)= 1412.7030( 1303.4805)(t)
Eex = 0.0016 Eey = 0.0022
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.5901 Raty1= 1.6726
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3828E+06(kN/m) RJY1 = 4.3828E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.0059E+05(kN/m) RJY3 = 4.6818E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 5 Tower No. 1
Xstif= 21.3582(m) Ystif= 15.4954(m) Alf = 45.0000(Degree) 五层井字梁楼盖行政楼建筑与结构设计+CAD图纸(25):http://www.youerw.com/gongcheng/lunwen_2750.html