五层办公楼建筑与结构设计+CAD图纸+计算书(26)
RJX1，RJY1，RJZ1: 结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)
RJX3，RJY3，RJZ3: 结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)
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Floor No. 1 Tower No. 1
Xstif= 30.2514(m) Ystif= 19.8407(m) Alf = 45.0000(Degree)
Xmass= 30.2744(m) Ymass= 20.4232(m) Gmass(活荷折减)= 1501.5066( 1395.1080)(t)
Eex = 0.0011 Eey = 0.0276
Ratx = 1.0000 Raty = 1.0000
Ratx1= 1.6621 Raty1= 1.7633
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.0948E+06(kN/m) RJY1 = 4.0948E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 7.2221E+05(kN/m) RJY3 = 7.0305E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 2 Tower No. 1
Xstif= 30.2514(m) Ystif= 19.8332(m) Alf = 45.0000(Degree)
Xmass= 30.2779(m) Ymass= 20.4628(m) Gmass(活荷折减)= 1458.8480( 1352.4495)(t)
Eex = 0.0013 Eey = 0.0299
Ratx = 1.2222 Raty = 1.2222
Ratx1= 1.5434 Raty1= 1.7011
薄弱层地震剪力放大系数= 1.00
RJX1 = 5.0048E+06(kN/m) RJY1 = 5.0048E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 6.0125E+05(kN/m) RJY3 = 5.6958E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 3 Tower No. 1
Xstif= 30.2514(m) Ystif= 21.1700(m) Alf = 45.0000(Degree)
Xmass= 30.2746(m) Ymass= 21.3444(m) Gmass(活荷折减)= 1345.1927( 1246.9366)(t)
Eex = 0.0011 Eey = 0.0080
Ratx = 0.8747 Raty = 0.8747
Ratx1= 1.5057 Raty1= 1.5878
薄弱层地震剪力放大系数= 1.00
RJX1 = 4.3776E+06(kN/m) RJY1 = 4.3776E+06(kN/m) RJZ1 = 0.0000E+00(kN/m)
RJX3 = 5.2764E+05(kN/m) RJY3 = 4.7421E+05(kN/m) RJZ3 = 0.0000E+00(kN/m)
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Floor No. 4 Tower No. 1
Xstif= 30.2514(m) Ystif= 21.1700(m) Alf = 45.0000(Degree)
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