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) 教师公寓建筑与结构设计+计算书+CAD图纸(39):http://www.chuibin.com/gongcheng/lunwen_4591.html