框架梁计算说明

附表2.1恒载作用下梁端剪力及柱轴力（KN),,,,,,,,,,,,,,,,

层次,荷载引起剪力,,,弯矩引起剪力,,,总剪力,,,,,,柱轴力,,,

,AB跨,BC跨,CD跨,AB跨,BC跨,CD跨,AB跨,,BC跨,,CD跨,,A/D柱,,B/C柱,

,VA=VB,VB=VC,VC=VD,VA=-VB,VB=-VC,VC=-VD,VA,VB,VB,VC,VC,VD,N顶,N底,N顶,N底

6,65.66,11.04,65.66,-3.06,-0.13,3.61,62.6,68.72,10.91,11.17,69.27,62.05,269.9,292.58,252.28,274.97

5,73.13,9.48,73.13,-0.84,-0.07,1.08,72.29,73.97,9.41,9.55,74.21,72.05,592.55,615.24,576.39,599.07

4,73.13,9.48,73.13,-0.87,-0.07,1.33,72.26,74,9.41,9.55,74.46,71.8,915.18,937.86,900.52,923.21

3,73.13,9.48,73.13,-0.87,-0.07,1.33,72.26,74,9.41,9.55,74.46,71.8,1237.8,1260.49,1224.66,1247.35

2,73.13,9.48,73.13,-1.78,-0.07,2.02,71.35,74.91,9.41,9.55,75.15,71.11,1559.52,1582.21,1549.71,1572.39

1,73.13,9.48,73.13,4.31,0,-4.35,77.44,68.82,9.48,9.48,77.48,68.78,1839.24,1885.28,1868.74,1914.77

附表2.2活载作用下梁端剪力及柱轴力（KN),,,,,,,,,,,,,,,,

层次,荷载引起剪力,,,弯矩引起剪力,,,总剪力,,,,,,柱轴力,,,

,AB跨,BC跨,CD跨,AB跨,BC跨,CD跨,AB跨,,BC跨,,CD跨,,A/D柱,B/C柱,,

,VA=VB,VB=VC,VC=VD,VA=-VB,VB=-VC,VC=-VD,VA,VB,VB,VC,VC,VD,N顶=N底,N顶=N底,,

6,5.41,0.72,5.41,-0.13,-0.01,0.15,5.28,5.54,0.71,0.73,5.56,5.26,19.86,19.28,,

,3.8,0.5,0.38,0.01,,-0.01,3.81,3.79,0.5,0.5,3.7,3.9,14.02,13.45,,

5,21.65,2.88,21.65,-0.48,-0.04,0.65,21.17,22.13,2.84,2.92,22.3,21,104.8,96.57,,

,,,,,,,,,,,,,98.96,90.74,,

4,21.65,2.88,21.65,-0.4,-0.04,0.54,21.25,22.05,2.84,2.92,22.19,21.11,189.82,173.78,,

,,,,,,,,,,,,,183.98,167.95,,

3,21.65,2.88,21.65,-0.4,-0.04,0.54,21.25,22.05,2.84,2.92,22.19,21.11,274.84,250.99,,

,,,,,,,,,,,,,296,245.16,,

2,21.65,2.88,21.65,-0.52,-0.04,0.69,21.13,22.17,2.84,2.92,22.34,20.96,359.74,328.32,,

,,,,,,,,,,,,,353.9,322.49,,

1,21.61,2.88,21.65,0.56,0,-