框架结构办公楼计算书、计算表-框架柱内力组合表 底层

1、 框架柱内力组合表 底层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右1B1B0上端M13.439.62-121.43121.4329.5827.55-135.97179.74N1382.49255.94-400.59400.592017.302117.181291.782333.32下端M6.722.55-282.34282.3411.6411.57-357.45376.64N1431.63255.94-400.59400.592076.272183.521350.752392.28V-4.43-

2、2.67-82.6482.64-9.06-8.60-114.35100.51C1C0上端M-12.33-4.24-133.92133.92-20.73-20.80-191.43156.76N1536.84393.8763.08-63.082395.632460.722162.531998.52下端M-6.16-2.12-312.48312.48-10.36-10.39-414.89397.56N1585.98393.8763.08-63.082454.592527.072221.502057.49V4.061.40-66.9166.916.836.85-81.2792.69D1D0上端M12.

3、334.24-133.92133.9220.7320.80-156.76191.43N1536.84393.87-63.0863.082395.632460.731998.532162.53下端M6.162.12-312.48312.4810.3610.39-397.56414.89N1585.98393.87-63.0863.082454.592527.072057.492221.50V-4.06-1.40-66.9166.91-6.83-6.85-92.6981.27E1E0上端M-13.43-9.62-121.43121.43-29.58-27.55-179.74135.97N1382.

4、49255.94400.59-400.592017.302117.182333.321291.78下端M-6.72-2.55-282.34282.34-11.64-11.57-376.64357.45N1431.63255.94400.59-400.592076.272183.522392.281350.75V4.432.67-82.6482.649.068.60-100.51114.35框架柱内力组合表 第二层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右2C2C1上端M21.037.74-142

5、.70142.7036.0735.97-155.63215.39N1223.02219.38-371.95371.951774.751866.071115.722082.79下端M25.265.11-142.70142.7037.4739.11-152.13218.89N1261.90219.38-371.95371.951821.411918.561162.372129.44V-12.86-3.57-83.4183.41-20.43-20.86-126.0190.86D2D1上端M-19.13-7.10-178.09178.09-32.90-32.78-258.73204.30N1411.9

6、0335.3747.35-47.352163.812234.731957.061833.95下端M-22.56-8.07-178.09178.09-38.37-38.37-263.43199.60N1450.78335.3747.35-47.352210.462287.222003.721880.61V11.584.21-69.4269.4219.8019.76-73.82106.67E2E1上端M19.137.10-178.09178.0932.9032.78-204.30258.73N1411.90335.37-47.3547.352163.802234.731833.951957.06下

7、端M22.568.07-178.09178.0938.3738.36-199.60263.43N1450.78335.37-47.3547.352210.462287.221880.612003.72V-11.58-4.21-69.4269.42-19.79-19.76-106.6773.82F2F1上端M-21.03-7.74-142.70142.70-36.07-35.97-215.39155.63N1223.02219.38371.95-371.951774.751866.072082.791115.72下端M-25.26-5.11-142.70142.70-37.47-39.11-21

8、8.89152.13N1261.90219.38371.95-371.951821.411918.562129.441162.37V12.863.57-83.4183.4120.4320.86-90.86126.01框架柱内力组合表 第三层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右3C3C2上端M20.597.85-143.04143.0435.7035.49-156.53215.37N1015.73182.82-234.54234.541474.811550.391023.661633.46下

9、端M20.328.01-117.03117.0335.5935.28-122.95181.33N1054.61182.82-234.54234.541521.481602.881070.321680.12V-11.36-4.40-78.2678.26-19.80-19.65-118.0185.46D3D2上端M-18.78-6.47-178.52178.52-31.59-31.69-258.49205.66N1163.14276.8733.36-33.361783.391841.581605.261518.53下端M-18.78-6.96-146.06146.06-32.28-32.17-21

10、6.59163.17N1202.02276.8733.36-33.361830.051894.061651.921565.18V10.383.73-65.1365.1317.6817.67-69.9799.36E3E2上端M18.786.47-178.52178.5231.5931.69-205.66258.49N1163.14276.87-33.3633.361783.391841.581518.531605.26下端M18.786.96-146.06146.0632.2832.17-163.17216.59N1202.02276.87-33.3633.361830.051894.06156

11、5.181651.92V-10.38-3.73-65.1365.13-17.68-17.67-99.3669.98F3F2上端M-20.59-7.85-143.04143.04-35.70-35.49-215.37156.53N1015.73182.82234.54-234.541474.821550.391633.471023.66下端M-20.32-8.01-117.03117.03-35.59-35.28-181.33122.95N1054.61182.82234.54-234.541521.481602.891680.131070.32V11.364.40-78.2678.2619.8

12、019.65-85.46118.01框架柱内力组合表 第四层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右4B4C3上端M20.597.85-122.96122.9635.7035.49-130.43189.27N808.44146.25-156.28156.281174.871234.71854.711261.04下端M20.597.85-100.60100.6035.7035.49-101.36160.20N847.32146.25-156.28156.281221.531287.20901.3

13、61307.69V-11.44-4.36-62.0962.09-19.83-19.72-97.0664.37C4D3上端M-18.78-6.47-153.45153.45-31.59-31.69-225.90173.072E2E1N914.38218.3720.23-20.231402.981448.421254.581201.98下端M-18.78-6.47-125.55125.55-31.59-31.69-189.63136.80N953.26218.3720.23-20.231449.631500.911301.241248.64V10.433.59-51.6751.6717.5417.

14、60-52.5081.84E4E3上端M18.786.47-153.45153.4531.5931.69-173.07225.90N914.38218.37-20.2320.231402.971448.421201.981254.58下端M18.786.47-125.55125.5531.5931.69-136.80189.63N953.26218.37-20.2320.231449.631500.911248.641301.24V-10.43-3.59-51.6751.67-17.54-17.60-81.8452.50F4F3上端M-20.59-7.85-122.96122.96-35.70

15、-35.49-189.27130.43N808.45146.25156.28-156.281174.891234.731261.06854.73下端M-20.59-7.85-100.60100.60-35.70-35.49-160.20101.36N847.32146.25156.28-156.281221.541287.211307.70901.37V11.444.36-69.0969.0919.8319.72-73.47106.16框架柱内力组合表 第五层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3

16、地震右5C5C4上端M20.597.85-105.52105.5235.7035.49-107.76166.59N601.14109.69-94.1994.19874.94919.04664.74909.63下端M20.597.85-70.3470.3435.7035.49-62.03120.87N640.02109.69-94.1994.19921.59971.53711.39956.29V-11.44-4.36-47.0447.04-19.83-19.72-77.5044.81D5D4上端M-18.78-6.47-131.67131.67-31.59-31.69-197.59144.75N

17、665.62159.879.81-9.811022.571055.26907.42881.92下端M-18.78-6.47-87.7887.78-31.59-31.69-140.5387.70N704.50159.879.81-9.811069.221107.75954.08928.57V10.433.59-39.1439.1417.5417.60-36.2165.55E5E4上端M18.786.47-131.67131.6731.5931.69-144.75197.59N665.62159.87-9.819.811022.561055.26881.91907.42下端M18.786.47-8

18、7.7887.7831.5931.69-87.70140.53N704.50159.87-9.819.811069.221107.75928.57954.08V-10.43-3.59-39.1439.14-17.54-17.60-65.5536.21F5F4上端M-20.59-7.85-105.52105.52-35.70-35.49-166.59107.76N601.14109.6994.19-94.19874.94919.04909.63664.74下端M20.59-7.85-70.3470.3413.7220.10-71.44111.44N640.02109.6994.19-94.199

19、21.59971.53956.29711.39V11.444.36-47.0447.0419.8319.72-44.8177.50框架柱内力组合表 第六层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右4C4D3上端6C6C5上端M16.327.08-76.0376.0329.5028.97-75.01122.67N393.8573.13-47.1547.15575.00603.36455.20577.79下端M20.597.85-40.9340.9335.7035.49-23.7982.63N432

20、.7373.13-47.1547.15621.66655.85501.86624.45V-10.25-4.15-31.0331.03-18.11-17.90-55.1325.55D6D5上端M-15.71-6.45-94.8994.89-27.88-27.53-146.08100.64N416.85101.377.91-7.91642.14662.09571.33550.76下端M-18.78-6.47-51.0951.09-31.59-31.69-92.8440.00N455.50101.377.91-7.91688.52714.27617.71597.14V9.583.59-26.0026

21、.0016.5216.45-20.1547.45E6E5上端M15.716.45-94.8994.8927.8827.53-100.64146.08N416.85101.37-7.917.91642.14662.09550.76571.33下端M18.786.47-51.0951.0931.5931.69-40.0092.84N455.50101.37-7.917.91688.52714.27597.14617.71V-9.58-3.59-26.0026.00-16.52-16.45-47.4520.15F6F5上端M-16.32-7.08-76.0376.03-29.50-28.97-122

22、.6775.01N393.8573.1347.15-47.15575.00603.36577.79455.20下端M-20.59-7.85-40.9340.93-35.70-35.49-82.6323.79N432.7373.1347.15-47.15621.66655.85624.45501.86V10.254.15-31.0331.0318.1117.90-25.5555.13框架柱内力组合表 第七层层次 杆件 截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右7B7B6上端M48.4413.33-50.7850.7876.7978.460.11132.14N186.5636.56-16.1216.12275.06287.68224.85266.76下端M27.479.09-19.9419.9445.6945.9912.5064.34N225.4436.56-16.1216.12321.71340.17271.51