框架柱内力设计值组合表

①恒载②左活③中活④右活

⑤左风

⑥右风

组合项组合值

M 88.1426.770.7-0.6-4.5 4.5116.91N 386.86148.490.05-0.39-0.980.98521.43M -52.02-19.22-0.050.23 2.3-2.3-71.43N 409.97148.490.05-0.39-0.980.98544.54

M 38.9317.260.05-0.23-11.711.765.039N 951.6285.50.11-0.89-7.47.41215.3M -39.24-17.53-0.05-0.269.57-9.57-63.68N 974.55285.50.11-0.89-7.47.41238.3

M 23.2610.350.550.54-21.8921.8952.771N 1688.4413.40.16-1.46-21.7521.752080.2M -11.63-5.45-0.020.6434.28-34.28-47.41N 1711.3413.40.16-1.4-21.75

21.75

2103.1M -63.53-20.230.7 2.58-77-88.04N 441.3917.8579.158.35-2.44 2.44455.26M 39.2715.25-0.53-1.52 5.6-5.658.035N 464.3257.8577.158.35-2.44 2.44514.19M -32.19-14.280.47 1.52-19.0619.06-62.2

N 1315.9210.81135.1518.57-20.2820.281487.3

M 25.3714.83-0.51-1.6819.08-19.0855.889

N 1338.8210.81135.1518.57-20.2820.281510.3M -21.29-9.280.28 1.29-33.7333.73-60N 2363.5329.01223.5532.2-58.6558.652606.8M 10.65 4.64-0.14-0.6141.27-41.2751.969N

2386.4309.01

223.5532.3

-58.6558.65

2611.7

下端上端下端

内力

①+0.9×（②+③+⑥）①+0.9

×（②

+⑤）

下端上端下端上端下端上端B 柱层号五层

三层

一层

五层

三层

一层

内力设计值Mmax及相应N 柱号A 柱截面上端下端上端

组合项组合值

115.6183.5526.87535.4385.63148.15-71.29-49.74-19.04558.51408.74148.1556.2428.193

17.081237.2

944.14

284.72-56.82-30.86

-17.841260.2967.09284.7234.16 4.04511.4421021667.5412.1-17.119.798-4.832124.91690.5412.16-80.48-70.53-16.95546.74438.95105.3552.47

44.8713.2607.67461.88143.35-44.48

-51.25-12.291680.41295.6

364.5338.0144.4512.641703.3

1318.5364.532.128-55.02-7.712942.52304.8584.76-22.9951.92 3.892947.62327.8

564.86

①+0.9

×(④+

⑤）

①+⑤

Nmax及相应M Nmin及相应M