风荷载作用表

,,,,风荷载作用下A轴框架柱剪力和梁柱端弯矩,,,,,,,

层号,Vi/KN,D,Dim,Dim/D,Vim/KN,h,yh/m,Mc上,Mc下,Mb总,

11,26.34,24759,5862,0.24,6.24,3.3,0.99,14.41,6.17,14.41,

10,53.44,24759,5862,0.24,12.65,3.3,1.32,31.23,16.70,37.40,

9,78.72,24759,5862,0.24,18.64,3.3,1.452,34.44,27.06,51.14,

8,102.61,24759,5862,0.24,24.29,3.3,1.485,44.09,36.08,71.16,

7,123.94,24759,5862,0.24,29.34,3.3,1.485,53.26,43.58,89.34,

6,143.41,30210,7655,0.25,36.34,3.3,1.363,70.39,49.53,113.97,

5,161.1,30210,7655,0.25,40.82,3.3,1.261,83.24,51.48,132.77,

4,176.69,30210,7655,0.25,44.77,3.3,1.426,83.90,63.84,135.38,

3,190.29,30210,7655,0.25,48.22,3.3,1.607,81.63,77.49,145.48,

2,202.7,30210,7655,0.25,51.36,3.3,2.313,50.70,118.80,128.18,

1,214.65,66446,15841,0.24,51.17,4.2,3.948,12.90,202.03,131.70,

,,,,,0.00,,,,,,

,,,,,0.00,,,,,,

,,,,,0.00,,,,,,

层号,Vi/KN,D,Dim,Dim/D,#VALUE!,h,yh/m,Mc上,Mc下,Mb左,Mb右

11,26.34,24759,13424,0.54,14.28,3.3,0.726,36.76,10.37,18.77,17.99

10,53.44,24759,13424,0.54,28.97,3.3,1.105,63.60,32.02,37.77,36.20

9,78.72,24759,13424,0.54,42.68,3.3,1.221,88.73,52.11,61.66,59.09

8,102.61,24759,13424,0.54,55.63,3.3,1.32,110.15,73.44,82.86,79.40

7,123.94,24759,13424,0.54,67.20,3.3,1.485,121.97,99.79,99.78,95.62

6,143.41,30210,15207,0.50,72.19,3.3,1.485,131.02,107.20,117.87,112.95

5,161.1,30210,15207,0.50,81.09,3.3,1.485,147.19,120.42,129.90,124.48

4,176.69,30210,15207,0.50,88.94,3.3,1.485,161.43,132.08,143.93,137.92

3,190.29,30210,15207,0.50,95.79,3.3,1.65,158.05,158.05,148.16,141.97

2,202.7,30210,15207,0.50,102.03,3.3,1.65,168.36,168.36,166.68,159.72

1,214.65,66446,34863,0.52,112.62,4.2,4.242,-4.73,477.75,83.56,80.07

,,,,,风C轴,,,,,,

层号,Vi/KN,D,Dim,Dim/D,Vim/KN,h,yh/m,Mc上,Mc下,Mb总,

11,26.34,24759,5653,0.23,6.013975524,3.3,0.99,13.89,5.95,13.89,

10,53.44,24759,5653,0.23,12.20147502,3.3,1.32,24.16,16.11,30.11,

9,78.72,24759,5653,0.23,17.97343027,3.3,1.386,34.40,24.91,50.51,

8,102.61,24759,5653,0.23,23.42801931,3.3,1.485,42.52,34.79,67.43,

7,123.94,24759,5653,0.23,28.29810655,3.3,1.485,51.36,42.02,86.15,

6,143.41,30210,7348,0.24,34.88171731,3.3,1.01,79.88,35.23,121.90,

5,161.1,30210,7348,0.24,39.18446872,3.3,1.247,80.45,48.86,115.68,

4,176.69,30210,7348,0.24,42.97643562,3.3,1.412,81.14,60.68,130.00,

3,190.29,30210,7348,0.24,46.28437339,3.3,1.723,72.99,79.75,133.67,

2,202.7,30210,7348,0.24,49.3028666,3.3,2.346,47.03,115.66,126.78,

1,214.65,66446,15742,0.24,50.85363002,4.2,3.99,10.68,202.91,126.34,

,,,,,风下柱轴力和梁端剪力,,,,,,

,,,,,,柱轴力,,,,,

,AB跨,BC,A,B,B,C,,,,,

层数,Vbab,Vbbc,Nca,Vbab-Vbbc,Ncb,Ncc,,,,,

11,-4.81,-4.43,-4.81,-0.38,-0.38,4.43,,,,,

10,-10.89,-9.21,-15.70,-1.69,-2.07,13.64,,,,,

9,-16.35,-15.22,-32.05,-1.13,-3.19,28.86,,,,,

8,-22.32,-20.39,-54.37,-1.93,-5.12,49.25,,,,,

7,-27.41,-25.25,-81.78,-2.16,-7.28,74.50,,,,,

6,-33.60,-32.62,-115.38,-0.98,-8.26,107.12,,,,,

5,-38.07,-33.36,-153.45,-4.71,-12.98,140.47,,,,,

4,-40.48,-37.21,-193.93,-3.27,-16.25,177.68,,,,,

3,-42.56,-38.28,-236.48,-4.27,-20.52,215.97,,,,,

2,-42.73,-39.79,-279.22,-2.94,-23.46,255.76,,,,,

1,-31.20,-28.67,-310.42,-2.53,-25.99,284.43,,,,,

,,,,,,,,,,,,

,,,,,地震下A轴柱剪力和梁柱端弯矩,,,,,,

层号,Vi/KN,D,Dim,Dim/D,Vim/KN,h,yh/m,Mc上,Mc下,Mb总,

11,37.73,24759,5862,0.24,8.93,3.3,0.99,20.64,8.84,20.64,

10,72.42,24759,5862,0.24,17.15,3.3,1.32,33.95,22.63,42.79,

9,103.73,24759,5862,0.24,24.56,3.3,1.452,45.39,35.66,68.02,

8,131.66,24759,5862,0.24,31.17,3.3,1.485,56.58,46.29,92.24,

7,156.44,24759,5862,0.24,37.04,3.3,1.485,67.23,55.00,113.52,

6,177.94,30210,7655,0.25,45.09,3.3,1.363,87.34,61.46,142.34,

5,196.01,30210,7655,0.25,49.67,3.3,1.261,101.27,62.63,162.73,

4,210.67,30210,7655,0.25,53.38,3.3,1.426,100.04,76.12,162.67,

3,221.89,30210,7655,0.25,56.23,3.3,1.607,95.19,90.35,171.31,

2,229.68,30210,7655,0.25,58.20,3.3,2.313,57.44,134.61,147.80,

1,234.06,66446,15841,0.24,55.80,4.2,3.948,14.06,220.30,148.68,

,,,,,,,,,,,,

,,,,,地震下B轴柱端剪力和梁柱端弯矩,,,,,,

层号,Vi/KN,D,Dim,Dim/D,Vim/KN,h,yh/m,Mc上,Mc下,Mb左,Mb右

11,37.73,24759,13424,0.54,20.46,3.3,0.726,52.66,14.85,26.89,25.77

10,72.42,24759,13424,0.54,39.27,3.3,1.105,86.19,43.39,51.60,49.44

9,103.73,24759,13424,0.54,56.24,3.3,1.221,116.93,68.67,81.87,78.45

8,131.66,24759,13424,0.54,71.38,3.3,1.32,141.34,94.23,107.24,102.77

7,156.44,24759,13424,0.54,84.82,3.3,1.485,153.95,125.96,126.73,121.44

6,177.94,30210,15207,0.50,89.57,3.3,1.485,162.57,133.01,147.34,141.19

5,196.01,30210,15207,0.50,98.67,3.3,1.485,179.08,146.52,159.37,152.72

4,210.67,30210,15207,0.50,106.05,3.3,1.485,192.47,157.48,173.11,165.88

3,221.89,30210,15207,0.50,111.69,3.3,1.65,184.30,184.30,174.53,167.24

2,229.68,30210,15207,0.50,115.62,3.3,1.65,190.77,190.77,191.53,183.53

1,234.06,66446,34863,0.52,122.81,4.2,4.242,-5.16,520.95,94.78,90.83

,,,,,,,,,,,,

,,,,,地震下C轴柱端剪力和梁柱端弯矩,,,,,,

层号,Vi/KN,D,Dim,Dim/D,Vim/KN,h,yh/m,Mc上,Mc下,Mb总,

11,37.73,24759,5653,0.23,8.61,3.3,0.99,19.90,8.53,19.90,

10,72.42,24759,5653,0.23,16.54,3.3,1.32,32.74,21.83,41.27,

9,103.73,24759,5653,0.23,23.68,3.3,1.386,45.33,32.83,67.16,

8,131.66,24759,5653,0.23,30.06,3.3,1.485,54.56,44.64,87.39,

7,156.44,24759,5653,0.23,35.72,3.3,1.485,64.83,53.04,109.47,

6,177.94,30210,7348,0.24,43.28,3.3,1.01,99.11,43.71,152.15,

5,196.01,30210,7348,0.24,47.68,3.3,1.247,97.88,59.45,141.59,

4,210.67,30210,7348,0.24,51.24,3.3,1.412,96.74,72.35,156.20,

3,221.89,30210,7348,0.24,53.97,3.3,1.723,85.11,92.99,157.46,

2,229.68,30210,7348,0.24,55.87,3.3,2.346,53.30,131.06,146.29,

1,234.06,66446,15742,0.24,55.45,4.2,3.99,11.64,221.25,142.70,

,,,,,,,,,,,,

,,,,,地震下柱轴力和梁端剪力,,,,,,

,,,,,,柱轴力,,,,,

,AB跨,BC,A,B,B,C,,,,,

层数,Vbab,Vbbc,Nca,Vbab-Vbbc,Ncb,Ncc,,,,,

11,-6.89,-6.34,-6.89,-0.55,-0.55,6.34,,,,,

10,-13.68,-12.60,-20