内力组合计算软件.xls

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1、 调调整整前前横横向向框框架架梁梁的的内内力力组组合合表表（附附表表1 1） 层 次 控 制 截 面 不 利 内 力 恒恒载载活活载载左左风风载载右右风风载载 左左震震右右震震不不考考虑虑地地震震的的组组合合考虑地震的组合不利内力 SGKSQKSWK（左）SWK（右）SEK（左）SEK（右） 1.2恒 +1.4活 1.35恒 +1.4*0. 7活 1.2恒+1.4风 （不利） 1.0恒+1.4风（ 有利） 1.2恒+0.9（1.4 活+1.4风）（不 利） 1.0恒+0.9（1.4 活+1.4风）（有 利） 1.2重力载+1.3 地震 1.0重力载+1.3 地震最大正M 及相应V 最大负M 及

2、相应V 左风右风左风右风左风右风左风右风左震右震左震右震 五 层 A M-91.61-18.975.17-5.1739.18-39.18 -136.49 -142.26-102.69-117.17-84.37-98.85-127.32 -140.35-109.00-122.03-70.38-172.25-50.16-152.03-172.25 V154.6333.18-1.021.02-7.747.74232.01241.27184.13186.98153.20156.06226.08228.65195.15197.72195.40215.53161.16181.28215.53 C 左 M-

3、222.19-43.26-2.862.86-21.9721.97-327.19 -342.35-270.63-262.62 -226.19 -218.19 -324.74 -317.53-280.30-273.09-321.15-264.02 -272.38-215.26-342.35 V228.0743.621.02-1.027.74-7.74334.75350.64275.11272.26229.50226.64329.93327.36284.32281.75309.92289.79259.94239.82350.64 C 右 M-171.70-34.383.65-3.6528.12-28

4、.12 -254.17 -265.49-200.93-211.15 -166.59 -176.81 -244.76 -253.96-210.42-219.62-190.11-263.22 -152.33-225.45-265.49 V145.2026.40-1.201.20-9.229.22211.20221.89172.56175.92143.52146.88205.99209.02176.95179.98178.09202.07146.41170.39221.89 D左 M-171.70-34.38-3.653.65-28.1228.12-254.17 -265.49-211.15-200

5、.93 -176.81 -166.59 -253.96 -244.76-219.62-210.42-263.22-190.11 -225.45-152.33-265.49 V145.2026.401.20-1.209.22-9.22211.20221.89175.92172.56146.88143.52209.02205.99179.98176.95202.07178.09170.39146.41221.89 跨 间 MAC300.5364.76-1.161.16-8.618.61451.30469.18359.01362.26298.91302.15440.77443.70380.67383

6、.59388.30410.69321.72344.10469.18 MCD96.2918.200.000.000.000.00141.03147.83115.55115.5596.2996.29138.48138.48119.22119.22126.47126.47105.39105.39147.83 四 层 A M-153.19-30.6814.06 -14.06 88.32-88.32 -226.78 -236.87-164.14-203.51 -133.51 -172.87 -204.77 -240.20-174.13-209.56-87.42-317.05-53.71-283.35-3

7、17.05 V183.2235.31-2.862.86-18.1018.10269.30281.95215.86223.87179.22187.22260.75267.96224.11231.31217.52264.58177.35224.41264.86 C 左 M-191.34-44.93-8.568.56-54.6654.66-292.51 -302.34-241.59-217.62 -203.32 -179.36 -297.01 -275.43-258.74-237.17-327.62-185.51 -284.86-142.75-327.62 V254.9844.192.86-2.86

8、18.10-18.10367.84387.53309.98301.97258.98250.98365.26358.05314.26307.06356.02308.96300.61253.55356.02 C 右 M-151.49-29.9610.90 -10.90 69.61-69.61 -223.73 -233.87-166.53-197.05 -136.23 -166.75 -205.80 -233.27-175.51-202.97-109.27-290.26-75.98-256.96-290.26 V135.3026.40-3.573.57-22.8222.82199.32208.531

9、57.36167.36130.30140.30191.13200.12164.07173.06148.53207.87118.83178.17207.87 D右 M-151.49-29.96-10.90 10.90 -69.6169.61-223.73 -233.87-197.05-166.53 -166.75 -136.23 -233.27 -205.80-202.97-175.51-290.26-109.27 -256.96-75.98-290.36 V135.3026.403.57-3.5722.82-22.82199.32208.53167.36157.36140.30130.3020

10、0.12191.13173.06164.07207.87148.53178.17118.83207.87 跨 间 MAC327.5660.21-2.752.75-16.8316.83477.37501.21389.22396.92323.71331.41465.47472.40399.96406.89407.32451.08335.79379.54501.21 MCD90.9422.620.000.000.000.00140.80144.94109.13109.1390.9490.94137.63137.63119.44119.44122.70122.70102.25102.25144.94

11、三 层 A M-109.64-31.2123.33-23.33135.13-135.13-175.26-178.60-98.91-164.23-76.98-142.30-141.50-200.29-119.57-178.3625.38-325.9650.42-300.9150.42-325.90 V134.4835.40-4.834.83-28.0728.07210.94216.24154.61168.14127.72141.24199.89212.07173.00185.17146.13219.11115.69188.67115.69219.11 C 左 M-188.88-44.90-14.

12、8614.86-86.6086.60-289.52-298.99-247.46-205.85-209.68-168.08-301.95-264.51-264.18-226.73-366.18-141.02-323.91-98.75-366.18 V184.6944.104.83-4.8328.07-28.07283.37292.55228.39214.87191.45177.93283.28271.11246.34234.17284.58211.60243.23170.25284.58 C 右 M-132.26-29.7718.90-18.90110.13-110.13-200.39-207.

13、73-132.25-185.17-105.80-158.72-172.41-220.04-145.96-193.58-33.41-319.74-3.98-290.31-319.74 V135.3026.40-6.206.20-36.1136.11199.32208.53153.68171.04126.62143.98187.81203.44160.75176.38131.26225.14101.56195.44225.14 D左 M-132.26-29.77-18.9018.90-110.13110.13-200.39-207.73-185.17-132.25-158.72-105.80-22

14、0.04-172.41-193.58-145.96-319.74-33.41-290.31-3.98-319.74 V135.3026.406.20-6.2036.11-36.11199.32208.53171.04153.68143.98126.62203.44187.81176.38160.75225.14131.26195.44101.56225.14 跨 间 MAC222.8659.95-4.244.24-24.2724.27351.36359.61261.50273.37216.92228.80337.63348.31293.05303.74271.85334.95221.28284

15、.39359.61 MCD110.1722.810.000.000.000.00164.14171.08132.20132.20110.17110.17160.94160.94138.91138.91145.89145.89121.58121.58171.08 二 层 A M-76.55-48.2133.11-33.11169.45-169.45-159.35-150.59-45.51-138.21-30.20-122.90-110.89-194.32-95.58-179.0199.50-341.07119.63-320.94119.63-341.07 V89.0460.39-6.866.86

16、-35.1635.16191.39179.3997.24116.4579.4498.64174.30191.58156.49173.7897.37188.7973.53164.9473.53188.79 C 左 M-125.70-76.31-21.1321.13-108.32108.32-257.67-244.48-180.42-121.26-155.28-96.12-273.61-220.37-248.47-195.23-337.44-55.81-304.67-23.04-337.44 V111.0474.016.86-6.8635.16-35.16236.86222.43142.85123

17、.64120.64101.44235.14217.86212.94195.65223.36131.95193.75102.34223.36 C 右 M-94.89-53.5426.87-26.87137.76-137.76-188.82-180.57-76.25-151.49-57.27-132.51-147.47-215.18-128.49-196.2133.10-325.0857.43-300.7557.43-325.08 V102.8546.20-8.818.81-45.1745.17188.10184.12111.09135.7590.52115.18170.53192.73149.9

18、6172.1692.42209.8667.23184.6767.23209.86 D左 M-94.89-53.54-26.8726.87-137.76137.76-188.82-180.57-151.49-76.25-132.51-57.27-215.18-147.47-196.21-128.49-325.0833.10-300.7557.4357.43-325.08 V102.8546.208.81-8.8145.17-45.17188.10184.12135.75111.09115.1890.52192.73170.53172.16149.96209.8692.42184.6767.236

19、7.23209.86 跨 间 MAC151.22105.51-5.995.99-30.5730.57329.18307.55173.08189.85142.83159.61306.86321.95276.62291.71205.03284.51164.23243.72329.18 MCD96.5538.480.000.000.000.00169.73168.05115.86115.8696.5596.55164.34164.34145.03145.03138.95138.95115.79115.79169.73 一 层 A M-73.69-48.3446.85-46.85222.55-222.

20、55-156.10-146.85-22.84-154.02-8.10-139.28-90.31-208.37-75.57-193.63171.88-406.75191.46-387.18191.46-406.75 V89.3061.13-9.839.83-44.4544.45192.74180.4693.40120.9275.54103.06171.80196.57153.94178.7186.05201.6262.08177.6562.08201.63 C 左 M-108.06-70.92-29.3029.30-130.85130.85-228.96-215.38-170.69-88.65-

21、149.08-67.04-255.95-182.11-234.34-160.50-342.33-2.12-313.6326.5926.59-342.33 V106.9773.279.83-9.8344.45-44.45230.94216.21142.13114.60120.7393.21233.07208.30211.68186.90230.11114.54201.3985.8285.82230.11 C 右 M-74.64-48.0737.29-37.29171.01-171.01-156.87-147.87-37.36-141.77-22.43-126.85-103.15-197.12-8

22、8.22-182.19103.90-340.72123.64-320.99123.64-340.72 V68.9346.26-12.5312.53-56.0456.04147.48138.3965.17100.2651.3986.47125.22156.79111.43143.0137.62183.3219.21164.9119.21183.32 D左 M-74.64-48.07-37.2937.29-171.01171.01-156.87-147.87-141.77-37.36-126.85-22.43-197.12-103.15-182.19-88.22-340.72103.90-320.

23、99123.64123.64-340.72 V68.9346.2612.53-12.5356.04-56.04147.48138.39100.2665.1786.4751.39156.79125.22143.01111.43183.3237.62164.9119.2119.21183.32 跨 间 MAC154.59103.10-8.788.78-45.8545.85329.85309.73173.22197.80142.30166.88304.35326.48273.43295.56187.76306.97146.54265.75329.85 MCD60.9740.490.000.000.0

24、00.00129.85121.9973.1673.1660.9760.97124.18124.18111.99111.9997.4697.4681.2281.22129.85 注：1、表中M以下部受拉为正，V以顺时针为正；2、承载力抗震调整系数RE弯矩取0.75，对剪力取0.85；3、重力载恒载+0.5活载；4、弯矩单位为KN.m ，剪力单位为KN 。 二 层 调调整整前前横横向向框框架架A A柱柱弯弯矩矩和和轴轴力力组组合合（附附表表2 2） 层 次 控制截面 不利内 力 恒载活载左风载右风载左震右震不考虑地震的组合考虑地震的组合 Mmax及 相应N NMAX及相 应M NMIN及相应M S

25、GKSQKSWK（左）SWK（右）SEK（左）SEK（右） 1.2恒 +1.4活 1.35恒 +1.4*0.7 活 1.2恒+1.4风 （不利 ） 1.0恒+1.4风（有利 ） 1.2恒+0.9（1.4活 +1.4风）（不利） 1.0恒+0.9（1.4活 +1.4风）（有利） 1.2重力载+1.3 地震 （不利） 1.0重力载+1.3 地震 （有利） 左风右风左风右风左风右风左风右风左震右震左震右震 5 柱顶 M135.6528.52-4.644.64-35.1635.16202.71211.08156.28169.28129.15142.15192.87204.56165.74177.431

26、34.18225.60104.20195.62225.60211.08129.15 N286.9746.38-1.021.02-7.447.44409.30432.86342.94345.79285.54288.40401.52404.09344.12346.69362.52381.86300.49319.83381.86432.86285.54 柱底 M-112.92-22.362.54-2.5419.24-19.24-166.81-174.35-131.95-139.06-109.36-116.48-160.48-166.88-137.89-144.29-123.91-173.93-99.

27、09-149.11-174.35-174.35-109.36 N286.9746.38-1.021.02-7.447.44409.30432.86342.94345.79285.54288.40401.52404.09344.12346.69362.52381.86300.49319.83432.86432.86285.54 4 柱顶 M89.9217.64-9.659.65-56.6156.61132.60138.6894.39121.4176.41103.43117.97142.2999.99124.3144.90192.0825.15172.33192.08138.6876.41 N61

28、2.5494.90-3.883.88-25.8425.84867.91919.93729.62740.48607.11617.97849.73859.51727.23737.00758.40825.58626.40693.58825.58919.93607.11 柱底 M-81.16-17.356.84-6.8444.31-44.31-121.68-126.57-87.82-106.97-71.58-90.74-110.63-127.87-94.40-111.64-50.20-165.41-32.23-147.44-165.41-126.57-71.85 N612.5494.90-3.883.

29、88-25.8425.84867.91919.93729.62740.48607.11617.97849.73859.51727.23737.00758.40825.58626.40693.58825.58919.93607.11 3 柱顶 M66.0622.39-13.1613.16-71.8271.82110.62111.1260.8597.7047.6484.4890.90124.0777.69110.85-0.66186.07-16.11170.62186.07111.1247.64 N885.61143.50-8.718.71-53.9153.911263.631336.201050

30、.541074.93873.42897.801232.571254.521055.451077.391078.751218.92887.281027.441218.921336.20873.42 柱底 M-54.17-30.9911.94-11.9465.14-65.14-108.39-103.50-48.29-81.72-37.45-70.89-89.01-119.10-78.17-108.261.08-168.2815.02-154.35-168.28-103.50-37.45 N885.61143.50-8.718.71-53.9153.911263.631336.201050.5410

31、74.93873.42897.801232.571254.521055.451077.391078.751218.92887.281027.441218.921336.20873.42 2 柱顶 M46.0334.90-16.5316.53-80.5180.51104.1096.3432.0978.3822.8969.1778.38120.0469.18110.83-28.49180.84-41.18168.14180.8496.3422.89 N1109.47226.98-15.5715.57-89.0789.071649.141720.221309.571353.161087.671131

32、.271597.741636.981375.851415.081351.761583.341107.171338.751583.341720.221087.67 柱底 M-46.81-32.2416.53-16.5380.51-80.51-101.31-94.79-33.03-79.31-23.67-69.95-75.97-117.62-66.60-108.2629.15-180.1841.73-167.59-180.18-94.79-23.67 N1109.47226.98-15.5715.57-89.0789.071649.141720.221309.571353.161087.67113

33、1.271597.741636.981375.851415.081351.761583.341107.171338.751583.341720.221087.67 1 柱顶 M65.1741.68-24.9224.92-118.11118.11136.56128.8343.32113.0930.28100.0699.32162.1286.29149.09-50.33256.76-67.53239.55256.76128.8330.28 N1373.58311.21-25.4025.40-133.52133.522083.992159.321612.741683.861338.021409.14

34、2008.422072.421733.701797.711661.452008.601355.611702.762008.602159.321338.02 柱底 M-52.83-12.28117.01-117.01301.99-301.99-80.59-83.35100.42-227.21110.98-216.6468.56-226.3079.13-215.74321.82-463.35333.62-451.56-463.35-83.35110.98 N1373.58311.21-25.4025.40-133.52133.522083.992159.321612.741683.861338.0

35、21409.142008.422072.421733.701797.711661.452008.601355.611702.762008.602159.321338.02 注：1、表中M以左侧受拉为正，N以压为正；2、承载力抗震调整系数RE取0.75；3、重力载恒载+0.5活载；4、弯矩单位为KN.m ，轴力单位为KN 。 调调整整前前横横向向框框架架C C柱柱弯弯矩矩和和轴轴力力组组合合（附附表表3 3） 层 次 控制截面 不利内 力 恒载活载左风载右风载左震右震不考虑地震的组合考虑地震的组合 Mmax及 相应N NMAX及相 应M NMIN及相应M SGKSQKSWK（左）SWK（右）SE

36、K（左）SEK（右） 1.2恒 +1.4活 1.35恒 +1.4*0.7 活 1.2恒+1.4风 （不利 ） 1.0恒+1.4风（有利 ） 1.2恒+0.9（1.4活 +1.4风）（不利） 1.0恒+0.9（1.4活 +1.4风）（有利） 1.2重力载+1.3 地震 （不利） 1.0重力载+1.3 地震 （有利） 左风右风左风右风左风右风左风右风左震右震左震右震 5 柱顶 M-73.49-13.77-5.915.91-45.6145.61-107.47-112.71-96.46-79.91-81.76-65.22-112.98-98.09-98.29-83.39-155.74-37.16-13

37、9.67-21.08-155.74-112.71-65.22 N506.4694.020.18-0.181.48-1.48739.38775.86608.00607.50506.71506.21726.44725.99625.15624.70666.09662.24555.39551.55666.09775.86506.21 柱底 M44.837.954.62-4.6233.97-33.9764.9368.3160.2647.3351.3038.3669.6357.9960.6749.03102.7314.4192.974.64102.7368.3138.36 N506.4694.020.18

38、-0.181.48-1.48739.38775.86608.00607.50506.71506.21726.44725.99625.15624.70666.09662.24555.39551.55666.09775.86506.21 4 柱顶 M-73.06-16.72-12.6512.65-75.6575.65-111.08-115.02-105.38-69.96-90.77-55.35-124.68-92.80-110.07-78.19-196.050.64-179.7716.93-196.05-115.02-55.35 N1055.91191.300.89-0.896.20-6.2015

39、34.911612.951268.341265.851057.161054.661509.251507.011298.071295.831389.931373.811159.621143.501389.931612.951054.66 柱底 M21.4412.0311.47-11.4772.05-72.0542.5740.7341.799.6737.505.3855.3426.4351.0522.15126.61-60.72121.12-66.21126.6140.735.38 N1055.91191.300.89-0.896.20-6.201534.911612.951268.341265.

40、851057.161054.661509.251507.011298.071295.831389.931373.811159.621143.501389.931612.951054.66 3 柱顶 M-49.03-7.71-18.3918.39-102.65102.65-69.63-73.75-84.58-33.09-74.78-23.28-91.72-45.38-81.92-35.57-196.9169.98-186.3380.56-196.91-73.75-23.28 N1531.31288.502.26-2.2614.24-14.242241.472350.001840.741834.4

41、11534.471528.152203.932198.231897.671891.972029.181992.161694.071657.052029.182350.001528.15 柱底 M13.3316.8718.39-18.3997.77-97.7739.6134.5341.74-9.7539.08-12.4260.4214.0857.7611.41153.22-100.98148.87-105.34153.2234.53-12.42 N1531.31288.502.26-2.2614.24-14.242241.472350.001840.741834.411534.471528.15

42、2203.932198.231897.671891.972029.181992.161694.071657.052029.182350.001528.15 2 柱顶 M-19.16-14.04-24.2124.21-120.70120.70-42.65-39.63-56.8910.90-53.0514.73-71.19-10.18-67.36-6.35-188.33125.49-183.09130.73-188.33-121.3914.73 N1864.39450.724.21-4.2124.25-24.252868.282958.632243.162231.371870.281858.502

43、810.482799.872437.602426.992539.232476.182121.282058.232539.232883.531858.50 柱底 M30.5617.8424.21-24.21114.96-114.9661.6558.7470.572.7864.45-3.3389.6628.6583.5422.53196.82-102.07188.93-109.97196.82125.41-3.33 N1864.39450.724.21-4.2124.25-24.252868.282958.632243.162231.371870.281858.502810.482799.8724

44、37.602426.992539.232476.182121.282058.232539.232883.531858.50 1 柱顶 M-19.96-16.55-37.8837.88-163.53163.53-47.12-43.17-76.9829.08-72.9933.07-92.532.92-88.546.92-246.47178.71-240.82184.35-246.47-43.1733.07 N2138.45612.196.91-6.9135.84-35.843423.213486.852575.812556.472148.122128.783346.213328.792918.52

45、2901.102980.052886.862491.142397.952980.053486.852128.70 柱底 M45.8310.69113.48-113.48307.29-307.2969.9672.35213.87-103.88204.70-113.04211.45-74.52202.28-83.69460.89-338.07450.65-348.30460.8972.35-113.04 N2138.45612.196.91-6.9135.84-35.843423.213486.852575.812556.472148.122128.783346.213328.792918.522

46、901.102980.052886.862491.142397.952980.053486.852128.70 注：1、表中M以左侧受拉为正，N以压为正；2、承载力抗震调整系数RE取0.75；3、重力载恒载+0.5活载；4、弯矩单位为KN.m ，轴力单位为KN 。 调整前横向框架各柱剪力组合（附表4） 柱 号 层 次 恒载SGK活载SQK 左风载S WK 右风载SWK 左地震 载SEK 右地震载S EK 1.2SGK+1.4SQK 1.2SGK+1.4SWK （左风） 1.2SGK+1.4SWK （右风） 1.2SGK+0.9（1.4S QK+1.4SWK)（左风 ） 1.2SGK+0.9（1

47、.4S QK+1.4SWK）（右风 ） 1.2（SGK+0.5SQK） +1.3SEK 1.2（SGK+0.5SQK ）+1.3SEK 最不利剪力 A 柱 5-63.74-13.041.84-1.8413.95-13.95 -94.74-73.91-79.06-90.60-95.24-66.18-102.45 -102.45 4-43.87-8.974.23-4.2325.88-25.88 -65.20-46.72-58.57-58.62-69.28-24.38-91.67 -91.67 3-30.83-13.686.43-6.4335.12-35.12 -56.15-27.99-46.00-

48、46.13-62.330.45-90.86 -90.86 2-23.81-17.218.47-8.4741.29-41.29 -52.67-16.71-40.43-39.58-60.9314.78-92.58 -92.58 1-19.67-8.9923.65-23.6570.02-70.02 -36.199.51-56.71-5.13-64.7362.03-120.02 -120.02 C 柱 530.345.572.70-2.7020.41-20.41 44.2140.1932.6346.8340.0266.2813.22 66.28 424.237.376.19-6.1937.87-37.

49、87 39.3937.7420.4146.1630.5682.73-15.73 82.73 315.996.309.43-9.4351.39-51.39 28.0132.395.9939.0115.2489.78-43.84 89.78 212.758.1712.41-12.4160.42-60.42 26.7432.67-2.0741.239.9698.75-58.34 98.75 110.974.5425.23-25.2378.30-78.30 19.5248.49-22.1650.67-12.91117.68-85.90 117.68 梁端剪力设计值调整（附表5） 杆件组合VGbLnMblMbr vb(Mbl+Mbr)/lnV 左右左右 A1C1 左震 167.967.75191.46342.3375.76-75.76243.7292.20 右震 167.967.75-406.75-26.59-61.5161.51106.45229.47 A2C2 左震 167.967.9119.63337.4463.64-63.64231.60104.32 右震 167.967.9-341.0723.04-44.2844.28123.68