内力组合计算表.xls

内力组合计算表.xls

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附附表表一一：

框框架架梁梁的的内内力力组组合合表表层次控制截面不利内力恒载活载左风载右风载左震右震SGKSQKSWK（左）SWK（右）SEK（左）SEK（右）六层AM-41.81-5.353.58-3.5848.77-48.77V66.668.64-0.640.64-8.768.76B左M228.6128.452.20-2.2030.04-30.04V-108.18-10.90-0.640.64-8.768.76B右M-231.17-30.232.20-2.2030.04-30.04V116.6317.13-0.640.64-8.768.76CM40.066.903.58-3.5848.77-48.77V-60.77-9.35-0.640.64-8.768.76跨间MAB145.9917.890.69-0.699.37-9.37MBC107.5626.90-0.690.69-9.379.37五层AM-128.04-38.6112.55-12.55128.45-128.45V114.2134.16-2.332.33-23.7423.74B左M324.1488.038.38-8.3885.18-85.18V-157.73-41.79-2.332.33-23.7423.74B右M-359.42-92.138.38-8.3885.18-85.18V190.5345.97-2.332.33-23.7423.74CM151.9137.1612.55-12.55128.45-128.45V-127.03-33.87-2.332.33-23.7423.74跨间MAB161.1170.092.09-2.0921.64-21.64MBC186.8959.04-2.092.09-21.6421.64四层AM-151.31-47.9522.77-22.77191.15-191.15V118.6535.58-4.314.31-36.2536.25B左M307.4184.4016.02-16.02135.07-135.07V-153.29-40.49-4.314.31-36.2536.25B右M-350.97-89.2516.02-16.02135.07-135.07V186.0148.36-4.314.31-36.2536.25CM184.1546.0622.77-22.77191.15-191.15V-131.55-33.35-4.314.31-36.2536.25跨间MAB157.8467.143.38-3.3828.04-28.04MBC177.7358.03-3.383.38-28.0428.04三层AM-169.37-50.3333.01-33.01246.85-246.85V122.0635.33-6.376.37-47.6947.69B左M294.8380.4424.34-24.34182.38-182.38V-149.89-39.65-6.376.37-47.6947.69B右M-345.93-87.4624.34-24.34182.38-182.38V186.9847.74-6.376.37-47.6947.69CM197.3347.4833.01-33.01246.85-246.85V-133.58-32.93-6.376.37-47.6947.69跨间MAB157.6063.674.34-4.3432.24-32.24MBC175.1754.12-4.344.34-32.2432.24二层AM-181.94-53.2639.63-39.63264.73-264.73V124.4135.59-8.018.01-53.6253.62B左M286.1780.4432.50-32.50217.86-217.86V-147.53-39.18-8.018.01-53.6253.62B右M-324.00-85.3932.50-32.50217.86-217.86V180.1847.20-8.018.01-53.6253.62CM209.5950.3839.63-39.63264.73-264.73V-137.38-33.23-8.018.01-53.6253.62跨间MAB153.1561.903.57-3.5723.44-23.44MBC183.5653.00-3.573.57-23.4423.44一层AM-175.83-54.4548.28-48.28271.66-271.66V123.7635.47-8.708.70-66.6666.66B左M285.9379.3930.00-30.00328.32-328.32V-148.18-39.25-8.708.70-66.6666.66B右M-388.97-85.5930.00-30.00328.32-328.32V188.2747.42-8.708.70-66.6666.66CM201.8151.4448.28-48.28271.66-271.66V-129.29-33.02-8.708.70-66.6666.66跨间MAB156.3260.159.14-9.14-28.3328.33MBC148.3250.68-9.149.1428.33-28.33注：

1、杆端弯矩以顺时针为正，跨中弯矩以下部受拉为正，V以绕隔离体顺时针为正；2、重力载恒载+0.5活载；3、弯矩单位为kN.m，剪力单位为kN。

三层B左不考虑地震的组合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）左风右风左风右风左风右风左风-57.66-61.69-45.16-55.18-36.80-46.82-52.40-61.42-44.0492.0998.4679.1080.8965.7667.5690.0791.6876.74314.16336.50277.41271.25231.69225.53312.95307.41267.23-145.08-156.73-130.71-128.92-109.08-107.28-144.36-142.74-122.72-319.73-341.70-274.32-280.48-228.09-234.25-312.72-318.27-266.49163.94174.24139.06140.85115.73117.53160.73162.35137.4157.7360.8453.0843.0645.0735.0561.2852.2653.26-86.01-91.20-73.82-72.03-61.67-59.87-85.51-83.90-73.36200.23214.62176.15174.22146.96145.02198.60196.86169.40166.73171.57128.11130.04106.59108.53162.10163.84140.58-207.70-210.69-136.08-171.22-110.47-145.61-186.48-218.11-160.88184.88187.66133.79140.31110.95117.47177.16183.03154.32512.21523.86400.70377.24335.87312.41510.44489.33445.62-247.78-253.89-192.54-186.01-160.99-154.47-244.87-239.00-213.32-560.29-575.50-419.57-443.04-347.69-371.15-536.83-557.95-464.95292.99302.27225.37231.90187.27193.79283.62289.49245.52234.32241.50199.86164.72169.48134.34244.93213.30214.54-199.85-204.68-155.70-149.17-130.29-123.77-198.05-192.18-172.64291.46286.19196.26190.41164.04158.18284.28279.01252.06306.92310.16221.34227.19183.96189.82296.03301.29258.65-248.70-251.26-149.69-213.45-119.43-183.19-213.30-270.68-183.04192.19195.05136.35148.41112.62124.68181.78192.64158.05487.05497.72391.32346.46329.84284.98495.42455.05433.94-240.63-246.62-189.98-177.91-159.32-147.26-240.40-229.53-209.74-546.11-561.27-398.74-443.59-328.54-373.40-513.43-553.80-443.24290.92298.51217.18229.25179.98192.04278.72289.58241.51285.46293.74252.86189.10216.03152.27307.71250.33270.88-204.55-210.28-163.89-151.83-137.58-125.52-205.31-194.45-179.00283.40278.88194.14184.68162.57153.11278.26269.75246.70294.52296.80208.54218.01173.00182.46282.14290.65246.59-273.71-277.97-157.03-249.46-123.16-215.58-225.07-308.25-191.19195.93199.40137.55155.39113.14130.98182.96199.01158.55466.41476.85387.87319.72328.91260.75485.82424.48426.85附附表表一一：

框框架架梁梁的的内内力力组组合合表表-235.38-241.21-188.79-170.95-158.81-140.97-237.85-221.80-207.88-537.56-552.72-381.04-449.19-311.85-380.01-494.65-555.98-425.46291.21299.21215.46233.29178.06195.90276.50292.55239.11303.27312.93283.01190.58243.54151.12338.21255.03298.75-206.40-212.60-169.21-151.38-142.50-124.66-209.81-193.76-183.10278.26275.16195.20183.04163.68151.52274.81263.88243.29285.97289.52204.13216.28169.09181.25272.93283.86237.89-292.89-297.81-162.85-273.81-126.46-237.42-235.50-335.37-199.11199.12202.83138.08160.51113.20135.62184.04204.23159.16456.02465.16388.90297.90331.67240.67485.71403.81428.47-231.89-237.56-188.25-165.82-158.74-136.32-236.50-216.31-206.99-508.35-521.08-343.30-434.30-278.50-369.50-455.44-537.34-390.64282.30289.50205.00227.43168.97191.39265.60285.78229.56322.04332.32306.99196.03265.07154.11364.92265.05323.00-211.38-218.03-176.07-153.64-148.59-126.17-216.82-196.63-189.34270.44267.41188.78178.78158.15148.15266.27257.28235.64294.47299.75215.27225.27178.56188.56282.55291.55245.84-287.23-290.73-143.40-278.59-108.24-243.42-218.77-340.44-183.60198.17201.84136.33160.69111.58135.94182.24204.17157.49454.26463.81385.12301.12327.93243.93480.95405.35423.76-232.77-238.51-190.00-165.64-160.36-136.00-238.23-216.31-208.60-586.59-608.99-424.76-508.76-346.97-430.97-536.81-612.41-459.01292.31300.64213.74238.10176.09200.45274.71296.64237.06314.19322.85309.76174.58269.40134.22367.82246.15327.46-201.38-206.90-167.33-142.97-141.47-117.11-207.72-185.79-181.86271.79269.98200.38174.79169.12143.52274.89251.86243.63248.94249.90165.19190.78135.52161.12230.32253.36200.66注：

1、杆端弯矩以顺时针为正，跨中弯矩以下部受拉为正，V以绕隔离体顺时针为正；2、重力载恒载+0.5活载；3、弯矩单位为kN.m，剪力单位为kN。

考虑地震的组合不利内力rRE（1.2重力载+1.3地震）（不利）rRE（1.0重力载+1.3地震）（有利）+Mmax-MmaxVmax右风左震右震左震右震-53.067.51-87.5914.19-80.9114.19-87.59-61.6978.3562.7282.0850.6570.0150.6582.0898.46261.69247.84189.26211.42152.84336.50152.84336.50-121.11-125.58-106.22-106.27-86.91-156.73-86.91-156.73-272.03-192.37-250.95-155.42-214.00-155.42-341.70-341.70139.02118.02137.3896.74116.1096.74174.24174.2444.2486.71-8.3980.18-14.9286.71-14.9260.84-71.74-76.43-57.07-65.31-45.95-76.43-45.95-91.20167.66148.58130.31125.34107.07214.62107.07142.3299.77118.0481.6299.89171.5781.62-192.50-7.37-257.8514.73-235.7514.73-257.85-210.69136.16107.68160.1585.36137.8385.36160.15187.66424.50414.39248.29359.17193.07523.86193.07523.86-207.45-208.43-155.96-178.06-125.60-253.89-125.60-253.89-486.06-281.89-447.99-221.06-387.16-221.06-575.50-575.50251.39191.55244.02155.26207.72155.96302.27302.27182.92278.6828.20253.112.63278.682.63241.50-166.77-173.08-120.61-148.60-96.14-173.08-96.14-204.68246.79197.64155.44168.22126.02291.46126.02263.91173.67215.87141.21183.41310.16141.21-240.4228.61-344.1354.91-317.8454.91-344.13-251.26168.9199.11179.2375.92156.0375.92179.23195.05393.57446.34182.96393.90130.51497.72130.51497.72-198.88-217.06-136.95-187.56-107.45-246.62-107.45-246.62-483.61-224.34-487.73-165.00-428.39-165.00-561.27-561.27252.37174.34254.45138.61218.72138.61298.51298.51213.50372.830.09341.76-30.99372.83-30.99293.74-168.14-191.25-111.13-166.05-85.94-191.25-85.94-210.28238.18199.61144.93170.90116.22283.40116.22255.11158.73213.41127.72182.40296.80127.72-274.3865.60-415.7694.78-386.5894.78-415.76-277.97174.6089.82195.2266.07171.4666.07195.22199.40365.52479.37123.72429.1173.47485.8273.47476.851.0恒+0.9（1.4活+1.4风）（有利）-191.82-225.81-120.41-196.96-91.56-237.85-91.56-241.21-486.80-172.87-528.51-114.42-470.07-114.42-555.98-552.72255.16162.37267.76126.53231.92126.53292.55299.21215.56439.64-41.72406.48-74.88439.64-74.88312.93-167.05-205.74-100.35-180.24-74.84-205.74-74.84-212.60232.36201.93139.06173.51110.64278.26110.64248.83150.57213.44120.24183.11289.52120.24-298.9870.40-445.82101.68-414.54101.68-445.82-297.81179.3585.80204.3061.62180.1261.62204.30202.83346.57506.1681.34457.2132.38506.1632.38465.16-186.80-229.71-111.21-201.30-82.80-229.71-82.80-237.56-472.54-117.61-542.44-62.61-487.43-62.61-542.44-521.08249.74148.61267.11113.96232.46113.96267.11289.50223.14469.41-46.81434.20-82.03469.41-82.03332.32-169.16-216.33-97.82-190.15-71.65-216.33-71.65-218.03226.65188.54142.84160.93115.22270.44115.22254.84166.20211.91134.69180.40299.75134.69-305.2782.12-447.62112.58-417.16112.58-447.62-290.73179.4170.67217.9846.61193.9346.61217.98201.84348.16613.17-27.05564.33-75.89613.17-75.89463.81-186.67-244.82-97.50-216.29-68.97-244.82-68.97-238.51-534.61-68.48-708.70-3.71-643.94-3.71-708.70-608.99258.98142.56289.88106.52253.84106.52289.88300.64205.79469.65-60.09435.52-94.22469.65-94.22322.85-159.93-222.38-75.06-197.59-50.27-222.3850.27-206.90220.59140.13195.38112.17167.42274.89112.17223.69183.92128.67157.87102.62253.36102.62附附表表二二：

框框架架AA柱柱弯弯矩矩和和轴轴力力组组合合表表层次控制截面不利内力恒载活载左风载右风载左震SGKSQKSWK（左）SWK（右）SEK（左）6柱顶M41.815.35-3.583.58-48.77N182.6012.640.640.648.76柱底M37.6510.87-2.932.93-39.90N185.9312.640.640.648.765柱顶M90.4027.74-9.629.62-88.55N481.4257.312.972.9732.50柱底M79.5123.91-7.877.87-72.45N486.6157.312.972.9732.504柱顶M71.7924.44-14.9014.90-118.70N786.54104.827.287.2868.75柱底M66.7119.18-12.8912.89-102.71N791.73104.827.287.2868.753柱顶M102.5932.04-20.1220.12-144.14N1095.07153.1713.6512.65116.44柱底M93.7526.75-16.4616.46-117.94N1103.29153.1713.6513.65116.442柱顶M88.1926.87-23.1723.17-146.79N1126.42201.9921.6621.66170.06柱底M96.9927.62-23.1723.17-146.79N1134.64201.9921.6621.66170.061柱顶M78.8429.56-25.1125.11-124.86N1722.24250.7430.3630.36236.72柱底M29.7710.25-53.3753.37-256.33N1734.76250.7430.3630.36236.72注：

1、表中M以顺时针为正，N以压为正；2、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。

右震不考虑地震的组合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）左风右风左风右风左风右风48.7757.6661.6945.1655.1836.8046.8252.4061.428.76236.82258.90220.02220.02183.50183.50235.85235.8539.9060.4061.4841.0849.2833.5541.7555.1862.578