控制截面内力组合

恒载作用下梁端柱边剪力,,,,,,,,,,,,

序号,梁端剪力,,,,梁间恒载,,柱边梁端剪力,,,,,

,边跨,,中跨,,边跨,中跨,边跨,,中跨,,,

,Va,Vb左,Vb右,Vc左,g,g,Va＇,Vb＇左,Vb＇右,Vc＇左,,

5,135.31,129.91,16.17,16.17,32.74,11.98,125.49,121.72,13.18,13.18,,

4,177.41,177.77,12.53,12.53,43.85,9.28,164.26,166.81,10.21,10.21,,

3,177.61,177.57,12.53,12.53,43.85,9.28,164.46,166.61,10.21,10.21,,

2,177.64,177.54,12.53,12.53,43.85,9.28,164.49,166.58,10.21,10.21,,

1,177.01,178.18,12.53,12.53,43.85,9.28,163.86,167.22,10.21,10.21,,

恒载作用下梁端柱边弯矩,,,,,,,,,,,,

序号,梁端弯矩,,,,柱边梁端剪力,,,,柱边梁端弯矩,,,

,边跨,,中跨,,边跨,,中跨,,边跨,,中跨,

,Ml,Mr,Ml,Mr,Va＇,Vb＇左,Vb＇右,Vc＇左,Ml＇,Mr＇,Ml＇,Mr＇

5,129.39,107.52,33.71,33.71,125.49,121.72,13.18,13.18,91.74,77.09,30.42,30.42

4,178.43,179.90,32.35,32.35,164.26,166.81,10.21,10.21,129.15,138.20,29.80,29.80

3,180.64,180.47,32.25,32.25,164.46,166.61,10.21,10.21,131.30,138.82,29.70,29.70

2,181.26,180.87,32.17,32.17,164.49,166.58,10.21,10.21,131.91,139.23,29.62,29.62

1,162.53,167.28,34.91,34.91,163.86,167.22,10.21,10.21,113.37,125.48,32.36,32.36

恒载作用下梁端柱边弯矩,,,,,,,,,,,,

序号,柱边梁端弯矩,,,,调幅后柱边梁端弯矩,,,,,,,

,边跨,,中跨,,边跨,,中跨,,,,,

,Ml＇,Mr＇,Ml＇,Mr＇,βMl＇,βMr＇,βMl＇,βMr＇,,,,

5,91.74,77.09,30.42,30.42,73.39,61.67,24.34,24.34,,,,

4,129.15,138.20,29.80,29.80,103.32,110.56,23.84,23.84,,,,

3,131.30,138.82,29.70,29.70,105.04,111.06,23.76,23.76,,,,

2,131.91,139.23,29.62,29.62,105.53,111.38,23.70,23.70,,,,

1,113.37,125.48,32.36,32.36,90.70,100.38,25.89,25.89,,,,

调幅后竖向恒载作用下跨中弯矩计算（单位：kN·m）,,,,,,,,,,,,

层次,梁端弯矩,,,,跨度,,梁间恒载,,恒载作用下,,,

,边跨,,中跨,,边跨,中跨,边跨,中跨,,,,

,βMl＇,βMr＇,βMl＇,βMr＇,L,L,q,q,AB跨,BC跨,,

5,73.39,61.67,24.34,24.34,8.10,2.70,32.74,11.98,200.98,-13.42,,

4,103.32,110.56,23.84,23.84,8.10,2.70,43.85,9.28,252.68,-15.38,,

3,105.04,111.06,23.76,23.76,8.10,2.70,43.85,9.28,251.57,-15.30,,

2,105.53,111.38,23.70,23.70,8.10,2.