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五层钢筋混凝土现浇框架结构设计+CAD图纸(29)

时间:2017-02-23 10:56来源:毕业论文
Ratx = 1.2500 Raty = 1.2500 Ratx1= 1.2895 Raty1= 1.3574 薄弱层地震剪力放大系数= 1.00 RJX1 = 5.0960E+06(kN/m) RJY1 = 5.0960E+06(kN/m) RJZ1 = 0.0000E+00(kN/m) RJX3 = 1.0499E+06(kN/m) RJY3 = 8


  Ratx = 1.2500        Raty = 1.2500
  Ratx1= 1.2895       Raty1= 1.3574
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 5.0960E+06(kN/m)   RJY1 = 5.0960E+06(kN/m)   RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 1.0499E+06(kN/m)   RJY3 = 8.2016E+05(kN/m)   RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   3     Tower No.   1
  Xstif= 25.2000(m)   Ystif=8.9000(m)     Alf =5.0000(Degree)
  Xmass=24.9935(m) Ymass=9.2135(m)     Gmass(活荷折减)=  1464.9559( 1358.4379)(t)
  Eex = 0.0114        Eey = 0.0173
  Ratx = 1.0000       Raty = 1.0000
  Ratx1= 1.4142       Raty1= 1.4438
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 5.0960E+06(kN/m)   RJY1 = 5.0960E+06(kN/m)   RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 1.0330E+06(kN/m)   RJY3 = 7.8837E+05(kN/m)   RJZ3 = 0.0000E+00(kN/m)
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  Floor No.   4     Tower No.   1
  Xstif= 25.2000(m)      Ystif= 8.9000(m)     Alf = 45.0000(Degree)
  Xmass=25.0689(m)  Ymass=9.2355(m)    Gmass(活荷折减)=  1480.2711(  1371.8092)(t)
  Eex = 0.0072        Eey = 0.0185
  Ratx = 1.0000       Raty = 1.0000
  Ratx1= 1.5262       Raty1= 1.5981
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 5.0960E+06(kN/m)   RJY1 = 5.0960E+06(kN/m)   RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 1.0435E+06(kN/m)   RJY3 = 7.8008E+05(kN/m)   RJZ3 = 0.0000E+00(kN/m)
 -------------------------------------------------------------------------------------------------------------------
  Floor No.   5     Tower No.   1
  Xstif= 26.5531(m)     Ystif= 8.8429(m)     Alf = 45.0000(Degree)
  Xmass=25.4679(m)  Ymass=9.0997(m)    Gmass(活荷折减)=  1114.9908(  1009.1208)(t)
  Eex = 0.0597        Eey = 0.0141
  Ratx = 1.1488        Raty = 1.1488
  Ratx1= 14.3965      Raty1= 10.2688
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 5.8543E+06(kN/m)   RJY1 = 5.8543E+06(kN/m)   RJZ1 = 0.0000E+00(kN/m)
  RJX3 = 9.7676E+05(kN/m)   RJY3 = 6.9735E+05(kN/m)   RJZ3 = 0.0000E+00(kN/m)
 -------------------------------------------------------------------------------------------------------------------
  Floor No.   6     Tower No.   1
  Xstif= 43.4500(m)     Ystif= 9.4000(m)     Alf = 45.0000(Degree)
  Xmass=43.1689(m) Ymass=10.2973(m)   Gmass(活荷折减)= 90.1408( 86.3008)(t)
  Eex = 0.0420        Eey = 0.1339
  Ratx = 0.1480       Raty = 0.1480
  Ratx1= 1.0000       Raty1= 1.0000
  薄弱层地震剪力放大系数= 1.00
  RJX1 = 8.6667E+05(kN/m)   RJY1 = 8.6667E+05(kN/m)   RJZ1 = 0.0000E+00(kN/m) 五层钢筋混凝土现浇框架结构设计+CAD图纸(29):http://www.youerw.com/gongcheng/lunwen_3297.html
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