地震作用下的內(nèi)力計(jì)算表

,截面尺寸,,Ec,Io,I,L,i=EsI/L,相對(duì)剛度,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,B（mm）,H(mm),(kN/mm2）,（mmm4）,（mmm4）,（mm),(kN.mm),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

邊框架梁,250,500,30,1.07,1.61,6000,0.81,1,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

邊框架梁,250,500,30,1.07,1.61,2100,2.3,2.84,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中框架梁,200,400,30,2.6,5.2,6000,2.6,3.21,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中框架梁,200,400,30,2.6,5.2,2100,7.43,9.17,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

底層框架柱1,400,400,30,,5.21,4550,3.44,4.25,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中層框架柱1,400,400,30,,5.21,3300,4.74,5.85,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

底層框架柱2,550,550,30,,2.13,4550,1.4,1.73,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

中層框架柱2,550,550,30,,2.13,3300,1.94,2.4,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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各柱分配剪力,層數(shù),A,C,D,F,∑D,Vfk,VA,VC,VD,VF,h/2,MA,MC,MD,MF,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,1,9.11,6.79,6.79,6.79,632.09,3381.91,48.74,36.33,36.33,36.33,2.275,110.89,82.65,82.65,82.65,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,2,11.25,15.38,15.38,15.38,1179.91,3277.61,31.25,42.72,42.72,42.72,1.65,51.56,70.49,70.49,70.49,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,3,11.25,15.38,15.38,15.38,1179.91,3128.52,29.83,40.78,40.78,40.78,1.65,49.22,67.29,67.29,67.29,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,4,11.25,15.38,15.38,15.38,1179.91,2916.76,27.81,38.02,38.02,38.02,1.65,45.89,62.73,62.73,62.73,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,5,11.25,15.38,15.38,15.38,1179.91,2670.74,25.46,34.81,34.81,34.81,1.65,42.02,57.44,57.44,57.44,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,6,11.25,26.83,26.83,11.25,844.36,2480.98,33.06,78.83,78.83,33.06,1.65,54.54,130.08,130.08,54.54,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,7,11.25,26.83,26.83,11.25,844.36,2255.94,30.06,71.68,71.68,30.06,1.65,49.59,118.28,118.28,49.59,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,8,11.25,26.83,26.83,11.25,844.36,1995.62,26.59,63.41,63.41,26.59,1.65,43.87,104.63,104.63,43.87,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,9,11.25,26.83,26.83,11.25,844.36,1700.02,22.65,54.02,54.02,22.65,1.65,37.37,89.13,89.13,37.37,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,10,11.25,26.83,26.83,11.25,844.36,1369.14,18.24,43.51,43.51,18.24,1.65,30.10,71.78,71.78,30.10,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,11,11.25,26.83,26.83,11.25,844.36,1002.99,13.36,31.87,31.87,13.36,1.65,22.05,52.59,52.59,22.05,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

各柱分配剪力,12,11.25,26.83,26.83,11.25,844.36,601.56,8.02,19.11,19.11,8.02,1.65,13.22,31.54,31.54,13.22,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,地震荷載,層次,A柱,,C柱,,D柱,,F柱,,梁端彎矩,,,,,,,柱端剪力,,,,,梁端剪力,,,,,,,,,柱子軸力,,,

,,,,,,,,,,,,,上端,下端,上端,下端,上端,下端,上端,下端,M邊l,M邊r,M中l(wèi),M中r,M邊l,M邊r,k1/(k1+k2),A,C,D,F,,AC,CD,DF,,,A,C,D,F,A,C,D,F

,,,331.28,,,,,,,,,1,110.89,110.89,82.65,82.65,82.65,82.65,82.65,82.65,162.45,39.82,113.32,113.32,39.82,153.14,0.26,48.74,36.33,36.33,36.33,4.55,33.71,107.93,32.16,6,2.1,33.71,74.22,75.77,32.16,242.73,1022.04,1003.66,261.11

,,,456.62,,,,,,,,,2,51.56,51.56,70.49,70.49,70.49,70.49,70.49,70.49,100.78,35.82,101.96,101.96,35.82,137.78,0.26,31.25,42.72,42.72,42.72,3.3,22.77,97.10,28.93,6,2.1,22.77,74.33,68.17,28.93,209.02,947.83,927.89,228.95

,,,394.22,,,,,,,,,3,49.22,49.22,67.29,67.29,67.29,67.29,67.29,67.29,95.11,33.81,96.21,96.21,33.81,130.02,0.26,29.83,40.78,40.78,40.78,3.3,21.49,91.63,27.30,6,2.1,21.49,70.15,64.33,27.30,186.25,873.49,859.72,200.02

,,,336.58,,,,,,,,,4,45.89,45.89,62.73,62.73,62.73,62.73,62.73,62.73,87.90,31.25,88.93,88.93,31.25,120.17,0.26,27.81,38.02,38.02,38.02,3.3,19.86,84.69,25.24,6,2.1,19.86,64.84,59.46,25.24,164.76,803.34,795.39,172.71

,,,277.46,,,,,,,,,5,42.02,42.02,57.44,57.44,57.44,57.44,57.44,57.44,96.56,48.75,138.76,138.76,48.75,111.98,0.26,25.46,34.81,34.81,34.81,3.3,24.22,132.16,26.79,6,2.1,24.22,107.94,105.37,26.79,144.91,738.51,735.94,147.48

,,,228.03,,,,,,,,,6,54.54,54.54,130.08,130.08,130.08,130.08,54.54,54.54,104.14,64.57,183.78,183.78,64.57,104.14,0.26,33.06,78.83,78.83,33.06,3.3,28.12,175.03,28.12,6,2.1,28.12,146.91,146.91,28.12,120.69,630.57,630.57,120.69

,,,176.35,,,,,,,,,7,49.59,49.59,118.28,118.28,118.28,118.28,49.59,49.59,93.47,57.96,164.95,164.95,57.96,93.47,0.26,30.06,71.68,71.68,30.06,3.3,25.24,157.10,25.24,6,2.1,25.24,131.86,131.86,25.24,92.57,483.66,483.66,92.57

,,,136.48,,,,,,,,,8,43.87,43.87,104.63,104.63,104.63,104.63,43.87,43.87,81.25,50.38,143.38,143.38,50.38,81.25,0.26,26.59,63.41,63.41,26.59,3.3,21.94,136.56,21.94,6,2.1,21.94,114.62,114.62,21.94,67.33,351.80,351.80,67.33

,,,97.09,,,,,,,,,9,37.37,37.37,89.13,89.13,89.13,89.13,37.37,37.37,67.47,41.84,119.08,119.08,41.84,67.47,0.26,22.65,54.02,54.02,22.65,3.3,18.22,113.41,18.22,6,2.1,18.22,95.19,95.19,18.22,45.39,237.18,237.18,45.39

,,,63.42,,,,,,,,,10,30.10,30.10,71.78,71.78,71.78,71.78,30.10,30.10,52.15,32.34,92.03,92.03,32.34,52.15,0.26,18.24,43.51,43.51,18.24,3.3,14.08,87.65,14.08,6,2.1,14.08,73.57,73.57,14.08,27.18,141.99,141.99,27.18

,,,38.14,,,,,,,,,11,22.05,22.05,52.59,52.59,52.59,52.59,22.05,22.05,35.27,21.87,62.25,62.25,21.87,35.27,0.26,13.36,31.87,31.87,13.36,3.3,9.52,59.29,9.52,6,2.1,9.52,49.76,49.76,9.52,13.10,68.42,68.42,13.10

,,,14.71,,,,,,,,,12,13.22,13.22,31.54,31.54,31.54,31.54,13.22,13.22,13.22,8.20,23.34,23.34,8.20,13.22,0.26,8.02,19.11,19.11,8.02,3.3,3.57,22.23,3.57,6,2.1,3.57,18.66,18.66,3.57,3.57,18.66,18.66,3.57

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

,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,層次,柱端剪力,,,,梁端剪力,,,柱子軸力,,,,,

,,,,層次,梁端彎矩,,,,,,,,,,,,,,,,,,,,,,,,,,,,A,AC,CD,DF,AC,CD,DF,A,C,D,F,,

,331.28,,,,M邊l,M邊r,M中l(wèi),M中r,M邊l,M邊r,k1/(k1+k2),,,,,,,,,,,,,,,,,,,,,1,4.77,1.39,3.39,1.19,1.39,3.39,1.19,12.57,31.84,31.19,13.22,,

,456.62,,,1,162.45,39.82,113.32,113.32,39.82,153.14,0.26,,,,,,,,,,,,,,,,,,,,,2,4.35,1.72,5.67,1.98,1.72,5.67,1.98,11.18,29.84,28.99,12.04,,

,394.22,,,2,100.78,35.82,101.96,101.96,35.82,137.78,0.26,,,,,,,,,,,,,,,,,,,,,3,3.76,1.48,4.89,1.71,1.48,4.89,1.71,9.46,25.89,25.30,10.05,,

,336.58,,,3,95.11,33.81,96.21,96.21,33.81,130.02,0.26,,,,,,,,,,,,,,,,,,,,,4,3.21,1.27,4.18,1.46,1.27,4.18,1.46,7.98,22.48,22.12,8.34,,

,277.46,,,4,87.9,31.25,88.93,88.93,31.25,120.17,0.26,,,,,,,,,,,,,,,,,,,,,5,2.65,1.04,3.45,1.21,1.04,3.45,1.21,6.71,19.57,19.40,6.88,,

,228.03,,,5,96.56,48.75,138.76,138.76,48.75,111.98,0.26,,,,,,,,,,,,,,,,,,,,,6,3.04,1.71,6.90,1.71,1.71,6.90,1.71,5.67,17.16,17.16,5.67,,

,176.35,,,6,104.14,64.57,183.78,183.78,64.57,104.14,0.26,,,,,,,,,,,,,,,,,,,,,7,2.35,1.33,5.34,1.33,1.33,5.34,1.33,3.96,11.98,11.98,3.96,,

,136.48,,,7,93.47,57.96,164.