教师公寓建筑与结构设计+计算书+CAD图纸(39)
Floor No. 8 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8698(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5852( 818.8807)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.5684 Raty1= 1.6437
Ratx2= 1.2199 Raty2= 1.2784
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.5530E+06(kN/m) RJY3 = 1.5753E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 4.9300E+05(kN/m) RJY3/H = 5.0009E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 9 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8698(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5852( 818.8807)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.7110 Raty1= 1.7968
Ratx2= 1.3308 Raty2= 1.3975
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.4145E+06(kN/m) RJY3 = 1.3691E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)
RJX3/H = 4.4904E+05(kN/m) RJY3/H = 4.3464E+05(kN/m) RJZ3/H = 0.0000E+00(kN/m)
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Floor No. 10 Tower No. 1
Xstif= 1.5607(m) Ystif= 32.6707(m) Alf = 0.0000(Degree)
Xmass= 1.8698(m) Ymass= 30.8898(m) Gmass(活荷折减)= 881.5623( 818.8618)(t)
Eex = 0.0182 Eey = 0.1456
Ratx = 1.0000 Raty = 1.0000
Ratx1= 2.1517 Raty1= 2.2503
Ratx2= 1.7005 Raty2= 1.7785
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.2038E+07(kN/m) RJY1 = 5.2724E+07(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 1.1810E+06(kN/m) RJY3 = 1.0885E+06(kN/m) RJZ3 = 0.0000E+00(kN/m)