上海曹阳社区事务受理中心建筑与结构设计+CAD图纸(14)
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Floor No. 5 Tower No. 1
Xstif=22.0736(m) Ystif= -19.6002(m) Alf=-9.4440(Degree)
Xmass=22.3142(m) Ymass= -19.5229(m) Gmass(活荷折减)=1173.1182(1076.0707)(t)
Eex= 0.0130Eey= 0.0040
Ratx = 1.0000Raty = 1.0000
Ratx1=30.6340Raty1=30.7544
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.1044E+06(kN/m)RJY1 = 4.5605E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)
RJX3 = 4.4563E+05(kN/m)RJY3 = 4.7857E+05(kN/m)RJZ3 = 0.0000E+00(kN/m)
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