五层现浇钢筋混凝土框架结构商业中心建筑与结构设计和CAD图纸(26)
RJX3 = 8.8681E+05(kN/m) RJY3 = 9.0542E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No.3 Tower No.1
Xstif= 36.8482(m) Ystif= -10.0003(m) Alf= 45.0000(Degree)
Xmass= 37.0171(m) Ymass=-10.7000(m) Gmass(活荷折减)= 1961.5057(1734.0208)(t)
Eex = 0.0079 Eey = 0.0329
Ratx = 1.0075 Raty = 1.0075
Ratx1= 1.6069 Raty1= 1.5798
薄弱层地震剪力放大系数= 1.00
RJX1 = 7.3509E+06(kN/m) RJY1 = 7.3509E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 8.3968E+05(kN/m) RJY3 = 8.5594E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No.4 Tower No.1
Xstif= 37.4716(m) Ystif= -10.8781(m) Alf= 45.0000(Degree)
Xmass= 37.6346(m) Ymass=-11.3850(m) Gmass(活荷折减)= 1762.8120(1580.4102)(t)
Eex = 0.0087 Eey = 0.0269
Ratx = 0.8806 Raty = 0.8806
Ratx1= 1.7937 Raty1= 1.7436
薄弱层地震剪力放大系数= 1.00
RJX1 = 6.4731E+06(kN/m) RJY1 = 6.4731E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.4648E+05(kN/m) RJY3 = 7.7400E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No.5 Tower No.1
Xstif= 37.6370(m) Ystif= -11.1067(m) Alf= 45.0000(Degree)
Xmass= 38.1981(m) Ymass=-12.1379(m) Gmass(活荷折减)=1427.4333(1339.3839)(t)
Eex = 0.0324 Eey = 0.0595
Ratx = 0.9322 Raty = 0.9322
Ratx1= 8.5778 Raty1= 9.5460
薄弱层地震剪力放大系数= 1.00
RJX1 = 6.0343E+06(kN/m) RJY1 = 6.0343E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.9451E+05(kN/m) RJY3 = 6.3414E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
Floor No.6 Tower No.1
Xstif= 36.8424(m) Ystif= -2.2614(m) Alf= 45.0000(Degree)
Xmass= 35.0002(m) Ymass= -4.2579(m) Gmass(活荷折减)= 49.7352(46.5023)(t)
Eex = 0.1223 Eey = 0.1325
Ratx = 0.1566 Raty = 0.1566
Ratx1= 1.0000 Raty1= 1.0000
薄弱层地震剪力放大系数= 1.00
RJX1 = 9.4523E+05(kN/m) RJY1 = 9.4523E+05(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 9.9012E+04(kN/m) RJY3 = 9.4900E+04(kN/m) RJZ3 = 0.0000E+00(kN/m)
---------------------------------------------------------------------------
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)
============================================================================
结构整体抗倾覆验算结果
============================================================================
抗倾覆力矩Mr 倾覆力矩Mov 比值Mr/Mov 零应力区(%)
下一篇：建设工程项目施工进度管理研究