土木工程畢業(yè)設(shè)計(jì)內(nèi)力組合計(jì)算表格(含公式)

1、框架梁內(nèi)力計(jì)算結(jié)果匯總荷載類型層數(shù)截面1-1截面2-2截面3-3mvmmv(knm)kn(knm)(knm)kn恒荷載5-27.5947.4954.01-37.36-51.864-37.8053.2247.76-41.45-54.863-36.4953.1048.80-40.67-54.982-36.6753.1948.81-40.48-54.891-33.2153.6053.19-35.18-54.48活荷載5-2.793.153.312.67-3.354-10.4812.7314.2411.85-13.253-10.8612.7513.9011.45-13.232-10.9212.7713

2、.9011.45-13.211-9.9312.8915.1612.93-13.09重力荷載代表值=+0.55-28.9849.0655.66-36.02-53.544-43.0459.5954.88-35.53-61.483-41.9259.4855.75-34.95-61.592-42.1359.5755.76-34.75-61.501-38.1760.0460.77-28.72-61.02左風(fēng)荷載53.000.960.48-2.050.9647.642.481.14-5.362.48312.514.111.72-9.064.11217.135.791.93-13.275.79126.918

3、.464.70-17.518.46右風(fēng)荷載5-3.00-0.96-0.482.05-0.964-7.64-2.48-1.145.36-2.483-12.51-4.11-1.729.06-4.112-17.13-5.79-1.9313.27-5.791-26.91-8.46-4.7017.51-8.46左震荷載531.9210.235.07-21.7710.23468.0822.159.94-48.2122.15395.9831.6212.98-70.0231.622115.6339.1312.92-89.7939.131155.4549.0026.81-101.8249.00右震荷載5-31.

4、92-10.23-5.0721.77-10.234-68.08-22.15-9.9448.21-22.153-95.98-31.62-12.9870.02-31.622-115.63-39.13-12.9289.79-39.131-155.45-49.00-26.81101.82-49.00框架梁的內(nèi)力組合組合類型樓層截面1-1截面2-2截面3-3mvmmv(knm)kn(knm)(knm)kn11.2+1.45-37.0161.3969.44-41.10-66.934-60.0381.6877.25-33.15-84.383-59.0081.5778.02-32.78-84.502-59.2

5、981.7178.04-32.54-84.361-53.7582.3785.05-24.11-83.7021.35+0.71.45-39.9867.1976.15-47.82-73.304-61.3084.3278.43-44.35-87.053-59.9184.1879.51-43.69-87.192-60.2184.3279.52-43.42-87.051-54.5684.9986.66-34.82-86.3831.2+0.91.4(+)5-32.8362.1769.58-44.05-65.254-48.9483.0276.69-41.57-79.413-41.7284.9678.25-4

6、5.79-77.472-36.1787.2278.53-50.86-75.211-18.4691.2288.85-47.98-71.2141.2+0.91.4(+)5-40.4159.7468.38-38.89-67.684-68.1976.7873.81-28.06-85.653-73.2474.6173.91-22.97-87.822-79.3572.6273.66-17.42-89.811-86.2769.9077.01-3.86-92.5351.35+1.4（0.7+0.6)5-37.4568.0076.56-49.54-72.504-54.8986.4079.39-48.85-84.

7、973-49.4187.6380.95-51.30-83.742-45.8189.1981.14-54.57-82.181-31.9692.1090.61-49.53-79.2761.35+1.4（0.7+0.6)5-42.5066.3875.75-46.10-74.114-67.7282.2477.47-39.85-89.133-70.4280.7378.06-36.08-90.642-74.6079.4677.90-32.27-91.911-77.1777.8982.72-20.12-93.4871.3+1.256.7272.1773.39-71.53-50.96436.86100.307

8、8.77-105.30-44.98374.46112.4883.78-132.96-32.81299.77122.3683.71-158.43-22.931156.27135.76107.78-166.83-9.5381.3+1.25-76.2745.5860.20-14.93-77.544-140.1642.7152.9320.04-102.583-175.0830.2750.0349.08-115.012-200.8820.6250.1275.03-124.661-247.898.3538.0797.91-136.9391.3+1.0512.5162.3662.26-64.33-40.25

9、445.4788.3867.80-98.20-32.69382.85100.5872.63-125.97-20.492108.19110.4472.56-151.48-10.631163.91123.7595.63-161.082.68101.3+1.05-70.4835.7749.07-7.72-66.844-131.5530.7941.9627.14-90.283-166.6918.3738.8856.07-102.702-192.458.7138.9781.98-112.361-240.26-3.6625.91103.65-124.7311re（1.3+1.2）55.0461.3455.

10、04-53.65-43.31427.6485.2559.08-78.98-38.2411.2+1.4355.8595.6062.83-99.72-27.89274.83104.0062.79-118.82-19.491117.21115.3980.84-125.12-8.1012re（1.3+1.2）5-57.2038.7445.15-11.19-65.914-105.1236.3039.7015.03-87.193-131.3125.7337.5236.81-97.762-150.6617.5337.5956.27-105.961-185.927.1028.5573.43-116.3913r

11、e（1.3+1.0）59.3853.0046.69-48.25-34.21434.1075.1250.85-73.65-27.78362.1385.4954.47-94.48-17.42281.1493.8854.42-113.61-9.031122.93105.1971.72-120.812.2814re（1.3+1.0）5-52.8630.4036.80-5.79-56.814-98.6626.1731.4720.36-76.743-125.0215.6229.1642.05-87.292-144.347.4029.2361.49-95.511-180.19-3.1119.4377.74-

12、106.02內(nèi)力選取max59.3868.0076.56-5.79-34.21min-57.2030.4036.80-53.65-74.11max434.1086.4079.3920.36-27.78min-105.1226.1731.47-78.98-89.13max362.1395.6080.9542.05-17.42min-131.3115.6229.16-99.72-97.76max281.14104.0081.1461.49-9.03min-150.667.4029.23-118.82-105.96max1122.93115.3990.6177.742.28min-185.92-3.

13、1119.43-125.12-116.3911re（1.3+1.2）截面4-4截面5-5mvm(knm)knkn-16.1213.90-10.21-14.8110.75-10.69-10.3710.75-5.47-10.4910.75-5.61-13.8910.75-9.61-0.950.55-0.57-2.822.770.57-2.672.770.73-2.702.770.69-3.692.77-1.34-16.5914.18-10.49-16.2212.13-10.40-11.7012.13-5.11-11.8412.13-5.27-15.7312.13-10.282.041.810.00

14、5.324.730.008.987.980.0013.1111.660.0017.4615.520.00-2.04-1.810.00-5.32-4.730.00-8.98-7.980.00-13.11-11.660.00-17.46-15.520.0021.6619.250.0047.8542.540.0069.3961.680.0088.7078.840.00101.5290.240.00-21.66-19.250.00-47.85-42.540.00-69.39-61.680.00-88.70-78.840.00-101.52-90.240.00截面4-4截面5-5mvm(knm)knkn

15、-20.6717.46-13.04-21.7216.77-12.03-16.1816.77-5.55-16.3716.77-5.77框架梁內(nèi)力計(jì)算結(jié)果匯總框架梁的內(nèi)力組合-21.8316.77-13.41-22.6919.31-14.33-22.7517.22-13.87-16.6117.22-6.68-16.8117.22-6.90-22.3717.22-14.29-17.9719.66-12.96-14.6222.35-12.11-4.4926.44-5.650.5331.07-5.860.6935.94-13.22-23.1115.09-12.96-28.0310.42-12.11-27

16、.126.33-5.65-32.511.70-5.86-43.32-3.17-13.22-20.9820.83-14.33-18.2821.20-13.87-9.0723.93-6.68-5.7927.01-6.90-7.7030.26-14.29-24.4017.79-14.33-27.2313.25-13.87-24.1610.52-6.68-27.827.43-6.90-37.034.18-14.298.2442.04-12.5942.7569.85-12.4976.1694.74-6.13101.10117.05-6.32113.09131.87-12.34-48.06-8.01-12

17、.59-81.67-40.74-12.49-104.25-65.62-6.13-129.52-87.94-6.32-150.86-102.75-12.3411.5639.20-10.4945.9967.43-10.4078.5092.31-5.11103.47114.63-5.27116.24129.44-10.28-44.75-10.85-10.49-78.43-43.17-10.40-101.91-68.05-5.11-127.15-90.37-5.27-147.71-105.18-10.286.1835.73-9.4432.0659.38-9.3657.1280.53-4.6075.83

18、99.50-4.7484.82112.09-9.25-36.05-6.81-9.44-61.25-34.63-9.36-78.19-55.78-4.60-97.14-74.75-4.74-113.14-87.34-9.258.6733.32-7.8734.4957.31-7.8058.8778.47-3.8377.6097.43-3.9587.18110.03-7.71-33.56-9.22-7.87-58.82-36.69-7.80-76.43-57.84-3.83-95.36-76.81-3.95-110.78-89.40-7.718.6735.73-7.87-36.05-9.22-14.

19、3334.4959.38-7.80-61.25-36.69-13.8758.8780.53-3.83-78.19-57.84-6.6877.6099.50-3.95-97.14-76.81-6.9087.18112.09-7.71-113.14-89.40-14.29框架柱內(nèi)力結(jié)果匯總表荷載類型層數(shù)邊柱z1中柱z2mctmcbnctncbmct(knm)(knm)knkn(knm)恒荷載543.1430.63182.82200.37-33.53425.8427.45401.14418.69-32.08327.4527.22619.47637.02-22.80227.9132.06837.798

20、55.34-22.14119.0610.731056.061073.61-23.98活荷載53.996.892.962.96-3.2248.307.8315.6915.69-6.9837.837.7628.6128.61-6.6327.969.1441.3841.38-6.4415.443.0654.2854.28-6.96重力荷載代表值=+0.5545.1434.08184.30201.85-35.14429.9931.37408.99426.54-35.57331.3731.10633.77651.32-26.12231.8936.63858.48876.03-25.36121.7812.

21、261083.201100.75-27.46左風(fēng)荷載5-3.22-1.73-0.96-0.96-4.714-6.46-4.31-3.44-3.44-9.263-9.12-7.46-7.55-7.55-13.182-10.98-11.42-13.34-13.34-17.551-17.39-27.90-21.80-21.80-22.89右風(fēng)荷載53.221.730.960.964.7146.464.313.443.449.2639.127.467.557.5513.18210.9811.4213.3413.3417.55117.3927.9021.8021.8022.89左震荷載5-34.22-1

22、8.43-10.2310.23-50.064-54.64-36.43-32.3832.38-78.343-66.66-54.54-64.0064.00-96.302-69.90-72.75-103.12103.12-111.771-93.73-150.35-152.13152.13-123.35右震荷載534.2218.4310.23-10.2350.06454.6436.4332.38-32.3878.34366.6654.5464.00-64.0096.30269.9072.75103.12-103.12111.77193.73150.35152.13-152.13123.35框架柱的內(nèi)力

23、組合組合類型樓層邊柱z1中柱z2mctmcbnctncbmct(knm)kn(knm)kn(knm)11.2+1.4557.3546.40223.53244.59-44.74442.6343.90503.33524.39-48.27343.9043.53783.42804.48-36.64244.6451.271063.291084.35-35.58130.4917.161343.261364.32-38.5221.35+0.71.4562.1548.10249.71273.40-48.42443.0244.73556.92580.61-50.15344.7344.35864.32888.01

24、-37.28245.4852.241171.571195.27-36.20131.0617.481478.871502.57-39.1931.2+0.91.4(+)552.7443.25221.90242.96-50.23433.3237.38496.81517.87-58.96331.3133.04769.90790.96-52.32229.6935.601040.691061.75-56.8017.82-18.421308.201329.26-66.3841.2+0.91.4(+)560.8547.62224.33245.39-38.36449.6148.23505.47526.53-35

25、.62354.3051.84788.92809.98-19.11257.3564.381074.301095.36-12.57151.6451.881363.131384.19-8.7151.35+1.4（0.7+0.6)559.4446.65248.90272.59-52.38437.5941.11554.03577.72-57.93337.0738.08857.98881.67-48.35236.2642.641160.371184.06-50.94116.46-5.951460.561484.25-58.4261.35+1.4（0.7+0.6)564.8649.56250.52274.2

26、1-44.46448.4548.35559.81583.50-42.37352.3950.62870.66894.35-26.21254.7061.831182.781206.47-21.46145.6740.921497.181520.88-19.9771.3+1.259.6816.94207.87255.52-107.254-35.05-9.72448.69553.94-144.523-49.02-33.59677.33864.78-156.532-52.60-50.62896.121185.30-175.731-95.71-180.751102.071518.66-193.3081.3+

27、1.2598.6564.84234.46228.9322.914107.0284.99532.88469.7559.163124.30108.23843.72698.3993.852129.13138.531164.24917.18114.871147.98210.171497.601123.13127.4091.3+1.050.6510.12171.01215.15-100.224-41.05-15.99366.90468.63-137.413-55.30-39.81550.58734.52-151.302-58.97-57.94724.421010.09-170.661-100.06-18

28、3.20885.431298.51-187.81101.3+1.0589.6258.03197.60188.5629.944101.0378.72451.08384.4566.273118.03102.01716.97568.1399.072122.75131.20992.54741.97119.941143.62207.721280.96902.98132.8911re（1.3+1.2）57.7413.55166.29204.41-85.8011.2+1.44-28.04-7.78358.96443.15-115.623-39.22-26.87541.87691.83-125.222-42.

29、08-40.49716.89948.24-140.591-76.57-144.60881.661214.93-154.6412re（1.3+1.2）578.9251.87187.57183.1418.33485.6268.00426.30375.8047.33399.4486.58674.98558.7175.082103.31110.82931.39733.7491.901118.38168.141198.08898.51101.9213re（1.3+1.0）50.528.10136.81172.12-80.184-32.84-12.79293.52374.90-109.933-44.24-

30、31.84440.46587.61-121.042-47.18-46.35579.54808.08-136.531-80.05-146.56708.351038.81-150.2514re（1.3+1.0）571.7046.42158.08150.8523.95480.8262.98360.86307.5653.02394.4281.60573.57454.5079.26298.20104.96794.04593.5895.951114.90166.171024.77722.39106.31內(nèi)力選取max578.9251.87250.52274.2123.95min0.528.10136.81

31、150.85-85.80max485.6268.00559.81583.5053.02min-32.84-12.79293.52307.56-115.62max399.4486.58870.66894.3579.26min-44.24-31.84440.46454.50-125.22max2103.31110.821182.781206.4795.95min-47.18-46.35579.54593.58-140.59max1118.38168.141478.871502.57106.31min-80.05-146.56708.35722.39-154.64內(nèi)力選取頂max0.0098.650

32、.004左震10.12-41.05-88.16右震64.84107.023.463左震-15.99-55.30-114.65右震84.99124.3057.222左震-39.81-58.97-152.94右震108.23129.1394.831左震-57.94-100.06-180.29右震138.53147.98115.08底max210.170.001497.60-252.2911re（1.3+1.2）mcbnctncb(knm)knkn-35.87229.92247.19-22.79499.01516.28-23.06768.10785.37-25.881037.181054.45-10

33、.731306.331323.60-5.264.114.11-6.6320.2120.21-6.7136.1236.12-7.5252.1752.17-3.1268.1168.11-38.50231.98249.25-26.11509.12526.39-26.42786.16803.43-29.641063.271080.54-12.291340.381357.65-3.04-0.85-0.85-7.58-1.81-1.81-12.76-5.25-5.25-17.48-12.80-12.80-33.90-26.13-26.13-10.226780743.040.850.85-32.387.58

34、1.811.81-64.0012.765.255.25-103.1217.4812.8012.80-152.1333.9026.1326.13-32.28-9.02-9.02-64.10-29.41-29.411.00-93.27-59.47-59.47-111.32-99.18-99.18-182.72-140.42-140.4232.289.029.0264.1029.4129.4193.2759.4759.47111.3299.1899.18182.72140.42140.42mcbnctncbkn(knm)kn-50.41281.66302.39-36.63627.11647.83-3

35、7.07972.28993.01框架柱內(nèi)力結(jié)果匯總表中柱z2框架柱的內(nèi)力組合中柱z2-41.581317.671338.39-17.241662.951683.67-53.58314.42337.74-37.26693.47716.79-37.711072.331095.64-42.311451.331474.64-17.541830.291853.60-53.50280.02300.74-45.25622.00642.72-52.21960.61981.33-62.561294.241314.96-59.521620.481641.20-45.84282.16302.88-26.15626.

36、56647.29-20.05973.84994.57-18.511326.481347.2125.911686.341707.06-56.13313.71337.03-43.63691.95715.26-48.431067.921091.23-56.991440.581463.90-46.021808.341831.65-51.03315.14338.45-30.90694.99718.31-26.991076.741100.05-27.621462.081485.39上下10.931852.241875.56頂節(jié)點(diǎn)-88.16266.64287.374-114.65572.71593.43-

37、152.94866.08886.803-180.291146.991167.71-252.291425.911446.642-4.24290.10310.8352.00649.17669.89189.551020.701041.42109.151404.861425.59底節(jié)點(diǎn)222.791791.001811.73-80.46220.25237.52-109.43470.89488.16-147.66708.85726.12-174.36934.33951.60-249.831157.841175.113.46243.71260.9857.22547.35564.6294.83863.478

38、80.74115.081192.211209.48225.251522.931540.20-70.53213.31229.89-91.72458.17474.75-122.35692.86709.44-144.23917.59934.17-201.831140.731157.31-3.39232.08248.6641.60519.34535.9271.64816.56833.1487.321123.891140.47178.241432.801449.38-64.37176.20190.01-87.54376.71390.52-118.13567.08580.89-139.49747.4776

39、1.28-199.87926.27940.082.77194.97208.7845.78437.88451.6975.86690.77704.5992.06953.77967.58180.201218.341232.162.77315.14338.45-70.53176.20190.0145.78694.99718.31-91.72376.71390.5275.861076.741100.05-122.35567.08580.8992.061462.081485.39-144.23747.47761.28180.201830.291853.60-201.83926.27940.08-107.2

40、5-144.5266.27-156.5399.07-175.73119.94-193.30132.890.00ab跨梁調(diào)整后的剪力層數(shù)地震力方向m左m右mlnvgbv5左震12.51-71.5384.055.0072.6191.10右震-76.270.0076.275.0072.6189.394左震45.47-105.30150.775.0060.7493.91右震-140.1627.14167.305.0060.7497.553左震82.85-132.96215.805.0060.74108.22右震-175.0856.07231.155.0060.74111.592左震108.19-158

41、.43266.625.0060.74119.40右震-200.8881.98282.865.0060.74122.971左震163.91-166.83330.745.0060.74133.50右震-247.89103.65351.545.0060.74138.08bc跨梁調(diào)整后的剪力層數(shù)地震力方向m左m右mlnvgbv5左震-48.0611.5659.632.5017.3043.54右震11.56-48.0659.632.5017.3043.544左震-81.6745.99127.662.5015.1871.35右震45.99-81.67127.662.5015.1871.353左震-104.

42、2578.50182.752.5015.1895.59右震78.50-104.25182.752.5015.1895.592左震-129.52103.47232.992.5015.18117.69右震103.47-129.52232.992.5015.18117.691左震-150.86116.24267.102.5015.18132.70右震116.24-150.86267.102.5015.18132.701011.56245.99178.503103.472116.244354-12.53-12.89-6.51-6.71-12.20-12.53-12.89-6.51-6.71-12.20

43、-10.44-10.74-5.43-5.59-10.17-10.44-10.74-5.43-5.59-10.17邊柱a上下截面彎矩設(shè)計(jì)值調(diào)整層數(shù)地震力方向m節(jié)點(diǎn)上m節(jié)點(diǎn)下m節(jié)點(diǎn)mb右mb右增大倍數(shù)mc上頂節(jié)點(diǎn)max0.0098.6598.651.000.004左震10.12-41.05-30.9245.4759.111.9119.35右震64.84107.02171.87-140.16-182.211.0668.753左震-15.99-55.30-71.2982.85107.701.51-24.16右震84.99124.30209.29-175.08-227.601.0992.432左震-39.81-58.97-98.78108.19140.651.42-56.68右震108.23129.13237.36-200.88-26