内力组合计算复习进程.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载活载左风载右风载左震右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AM-91.61-18.97
2、5.17-5.1739.18-39.18-136.49-142.26-102.69-117.17-84.37-98.85-127.32-140.35-109.00-122.03-70.38-172.25-50.16-152.03-172.25V154.6333.18-1.021.02-7.747.74232.01241.27184.13186.98153.20156.06226.08228.65195.15197.72195.40215.53161.16181.28215.53C 左M-222.19-43.26-2.862.86-21.9721.97-327.19-342.35-270.63-
3、262.62-226.19-218.19-324.74-317.53-280.30-273.09-321.15-264.02-272.38-215.26-342.35V228.0743.621.02-1.027.74-7.74334.75350.64275.11272.26229.50226.64329.93327.36284.32281.75309.92289.79259.94239.82350.64C 右M-171.70-34.383.65-3.6528.12-28.12-254.17-265.49-200.93-211.15-166.59-176.81-244.76-253.96-210
4、.42-219.62-190.11-263.22-152.33-225.45-265.49V145.2026.40-1.201.20-9.229.22211.20221.89172.56175.92143.52146.88205.99209.02176.95179.98178.09202.07146.41170.39221.89D左M-171.70-34.38-3.653.65-28.1228.12-254.17-265.49-211.15-200.93-176.81-166.59-253.96-244.76-219.62-210.42-263.22-190.11-225.45-152.33-
5、265.49V145.2026.401.20-1.209.22-9.22211.20221.89175.92172.56146.88143.52209.02205.99179.98176.95202.07178.09170.39146.41221.89跨 间MAC300.5364.76-1.161.16-8.618.61451.30469.18359.01362.26298.91302.15440.77443.70380.67383.59388.30410.69321.72344.10469.18MCD96.2918.200.000.000.000.00141.03147.83115.5511
6、5.5596.2996.29138.48138.48119.22119.22126.47126.47105.39105.39147.83 四 层AM-153.19-30.6814.06-14.0688.32-88.32-226.78-236.87-164.14-203.51-133.51-172.87-204.77-240.20-174.13-209.56-87.42-317.05-53.71-283.35-317.05V183.2235.31-2.862.86-18.1018.10269.30281.95215.86223.87179.22187.22260.75267.96224.1123
7、1.31217.52264.58177.35224.41264.86C 左M-191.34-44.93-8.568.56-54.6654.66-292.51-302.34-241.59-217.62-203.32-179.36-297.01-275.43-258.74-237.17-327.62-185.51-284.86-142.75-327.62V254.9844.192.86-2.8618.10-18.10367.84387.53309.98301.97258.98250.98365.26358.05314.26307.06356.02308.96300.61253.55356.02C
8、右M-151.49-29.9610.90-10.9069.61-69.61-223.73-233.87-166.53-197.05-136.23-166.75-205.80-233.27-175.51-202.97-109.27-290.26-75.98-256.96-290.26V135.3026.40-3.573.57-22.8222.82199.32208.53157.36167.36130.30140.30191.13200.12164.07173.06148.53207.87118.83178.17207.87D右M-151.49-29.96-10.9010.90-69.6169.6
9、1-223.73-233.87-197.05-166.53-166.75-136.23-233.27-205.80-202.97-175.51-290.26-109.27-256.96-75.98-290.36V135.3026.403.57-3.5722.82-22.82199.32208.53167.36157.36140.30130.30200.12191.13173.06164.07207.87148.53178.17118.83207.87跨 间MAC327.5660.21-2.752.75-16.8316.83477.37501.21389.22396.92323.71331.41
10、465.47472.40399.96406.89407.32451.08335.79379.54501.21MCD90.9422.620.000.000.000.00140.80144.94109.13109.1390.9490.94137.63137.63119.44119.44122.70122.70102.25102.25144.94 三 层AM-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-
11、300.9150.42-325.90V134.4835.40-4.834.83-28.0728.07210.94216.24154.61168.14127.72141.24199.89212.07173.00185.17146.13219.11115.69188.67115.69219.11C 左M-188.88-44.90-14.8614.86-86.6086.60-289.52-298.99-247.46-205.85-209.68-168.08-301.95-264.51-264.18-226.73-366.18-141.02-323.91-98.75-366.18V184.6944.1
12、04.83-4.8328.07-28.07283.37292.55228.39214.87191.45177.93283.28271.11246.34234.17284.58211.60243.23170.25284.58C 右M-132.26-29.7718.90-18.90110.13-110.13-200.39-207.73-132.25-185.17-105.80-158.72-172.41-220.04-145.96-193.58-33.41-319.74-3.98-290.31-319.74V135.3026.40-6.206.20-36.1136.11199.32208.5315
13、3.68171.04126.62143.98187.81203.44160.75176.38131.26225.14101.56195.44225.14D左M-132.26-29.77-18.9018.90-110.13110.13-200.39-207.73-185.17-132.25-158.72-105.80-220.04-172.41-193.58-145.96-319.74-33.41-290.31-3.98-319.74V135.3026.406.20-6.2036.11-36.11199.32208.53171.04153.68143.98126.62203.44187.8117
14、6.38160.75225.14131.26195.44101.56225.14跨 间MAC222.8659.95-4.244.24-24.2724.27351.36359.61261.50273.37216.92228.80337.63348.31293.05303.74271.85334.95221.28284.39359.61MCD110.1722.810.000.000.000.00164.14171.08132.20132.20110.17110.17160.94160.94138.91138.91145.89145.89121.58121.58171.08 二 层AM-76.55-
15、48.2133.11-33.11169.45-169.45-159.35-150.59-45.51-138.21-30.20-122.90-110.89-194.32-95.58-179.0199.50-341.07119.63-320.94119.63-341.07V89.0460.39-6.866.86-35.1635.16191.39179.3997.24116.4579.4498.64174.30191.58156.49173.7897.37188.7973.53164.9473.53188.79C 左M-125.70-76.31-21.1321.13-108.32108.32-257
16、.67-244.48-180.42-121.26-155.28-96.12-273.61-220.37-248.47-195.23-337.44-55.81-304.67-23.04-337.44V111.0474.016.86-6.8635.16-35.16236.86222.43142.85123.64120.64101.44235.14217.86212.94195.65223.36131.95193.75102.34223.36C 右M-94.89-53.5426.87-26.87137.76-137.76-188.82-180.57-76.25-151.49-57.27-132.51
17、-147.47-215.18-128.49-196.2133.10-325.0857.43-300.7557.43-325.08V102.8546.20-8.818.81-45.1745.17188.10184.12111.09135.7590.52115.18170.53192.73149.96172.1692.42209.8667.23184.6767.23209.86D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.
18、0833.10-300.7557.4357.43-325.08V102.8546.208.81-8.8145.17-45.17188.10184.12135.75111.09115.1890.52192.73170.53172.16149.96209.8692.42184.6767.2367.23209.86跨 间MAC151.22105.51-5.995.99-30.5730.57329.18307.55173.08189.85142.83159.61306.86321.95276.62291.71205.03284.51164.23243.72329.18MCD96.5538.480.00
19、0.000.000.00169.73168.05115.86115.8696.5596.55164.34164.34145.03145.03138.95138.95115.79115.79169.73 一 层AM-73.69-48.3446.85-46.85222.55-222.55-156.10-146.85-22.84-154.02-8.10-139.28-90.31-208.37-75.57-193.63171.88-406.75191.46-387.18191.46-406.75V89.3061.13-9.839.83-44.4544.45192.74180.4693.40120.92
20、75.54103.06171.80196.57153.94178.7186.05201.6262.08177.6562.08201.63C 左M-108.06-70.92-29.3029.30-130.85130.85-228.96-215.38-170.69-88.65-149.08-67.04-255.95-182.11-234.34-160.50-342.33-2.12-313.6326.5926.59-342.33V106.9773.279.83-9.8344.45-44.45230.94216.21142.13114.60120.7393.21233.07208.30211.6818
21、6.90230.11114.54201.3985.8285.82230.11C 右M-74.64-48.0737.29-37.29171.01-171.01-156.87-147.87-37.36-141.77-22.43-126.85-103.15-197.12-88.22-182.19103.90-340.72123.64-320.99123.64-340.72V68.9346.26-12.5312.53-56.0456.04147.48138.3965.17100.2651.3986.47125.22156.79111.43143.0137.62183.3219.21164.9119.2
22、1183.32D左M-74.64-48.07-37.2937.29-171.01171.01-156.87-147.87-141.77-37.36-126.85-22.43-197.12-103.15-182.19-88.22-340.72103.90-320.99123.64123.64-340.72V68.9346.2612.53-12.5356.04-56.04147.48138.39100.2665.1786.4751.39156.79125.22143.01111.43183.3237.62164.9119.2119.21183.32跨 间MAC154.59103.10-8.788.
23、78-45.8545.85329.85309.73173.22197.80142.30166.88304.35326.48273.43295.56187.76306.97146.54265.75329.85MCD60.9740.490.000.000.000.00129.85121.9973.1673.1660.9760.97124.18124.18111.99111.9997.4697.4681.2281.22129.85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
24、。跨 间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NNMAX及相应MNMIN及相应MSGKSQKSWK(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
25、.6528.52-4.644.64-35.1635.16202.71211.08156.28169.28129.15142.15192.87204.56165.74177.43134.18225.60104.20195.62225.60211.08129.15N286.9746.38-1.021.02-7.447.44409.30432.86342.94345.79285.54288.40401.52404.09344.12346.69362.52381.86300.49319.83381.86432.86285.54柱底M-112.92-22.362.54-2.5419.24-19.24-1
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