-辦公樓結(jié)構(gòu)設(shè)計(jì)中的內(nèi)力組合計(jì)算過程案例綜述目錄TOC\o"1-3"\h\u23052辦公樓結(jié)構(gòu)設(shè)計(jì)中的內(nèi)力組合計(jì)算過程案例綜述 1255551.1豎向荷載彎矩調(diào)整 1140071.2框架梁內(nèi)力組合 3131371.3框架柱內(nèi)力組合 9梁的彎矩方向上部受拉為負(fù)，下部受拉為正1.3×SGk+1.5×SQk1.3×SGk+1.5×(SQk±0.6×SWk)1.3×SGk+1.5×(0.7×SQk±SWk)1.2(SGk+0.5SQk)+1.3SEk。1.1豎向荷載彎矩調(diào)整1．框架梁彎矩調(diào)幅，表5-1恒載作用下的梁端彎矩調(diào)幅層次梁跨M0/2β調(diào)幅前彎矩標(biāo)準(zhǔn)值調(diào)幅后彎矩標(biāo)準(zhǔn)值梁左跨中梁右梁左跨中梁右6AB跨39.390.8-38.0432.96-53.6-30.43242.124-42.88BC跨4.955-33.89-23.98-33.89-27.112-17.202-27.112CD跨39.39-53.632.96-38.04-42.8842.124-30.4325AB跨57.825-67.5944-71.72-54.07258.331-60.576BC跨4.805-33.51-23.9-33.51-26.808-17.198-26.808CD跨57.825-71.7244-67.59-60.57658.331-54.0724AB跨57.825-67.3243.93-76.12-53.85658.274-60.896BC跨4.805-32.93-23.32-32.93-26.344-16.734-26.344CD跨57.825-76.1243.93-67.32-60.89658.274-53.8563AB跨57.825-67.3243.93-76.12-53.85658.274-60.896BC跨4.805-32.93-23.32-32.93-26.344-16.734-26.344CD跨57.825-76.1243.93-67.32-60.89658.274-53.8562AB跨57.825-67.7643.66-76.23-54.20858.059-60.984BC跨4.805-32.77-23.16-32.77-26.216-16.606-26.216CD跨57.825-76.2343.66-67.76-60.98458.059-54.2081AB跨57.825-61.747.48-74.65-49.3661.115-59.72BC跨4.805-36.25-26.64-36.25-29-19.39-29CD跨57.825-74.6547.48-61.7-59.7261.115-49.36表5-2活載作用下的梁端彎矩調(diào)幅層次梁跨M0/2β調(diào)幅前彎矩標(biāo)準(zhǔn)值調(diào)幅后彎矩標(biāo)準(zhǔn)值梁左跨中梁右梁左跨中梁右6AB跨4.860.8-7.136.39-9.25-1.7048.028-7.4BC跨1.15-4.56-1.1-4.56-3.648-0.188-3.648CD跨4.86-9.256.39-7.13-7.48.028-1.7045AB跨6.07-10.96.81-11.91-8.729.091-9.528BC跨1.44-4.280.04-4.28-3.4240.896-3.424CD跨6.07-11.916.81-10.9-9.5289.091-8.724AB跨6.07-10.746.9-11.89-8.5929.163-9.512BC跨1.44-4.310.01-4.31-3.4480.872-3.448CD跨6.07-11.896.9-10.74-9.5129.163-8.5923AB跨6.07-10.746.9-11.89-8.5929.163-9.512BC跨1.44-4.310.01-4.31-3.4480.872-3.448CD跨6.07-11.896.9-10.74-9.5129.163-8.5922AB跨6.07-10.816.85-11.91-8.6489.122-9.528BC跨1.44-4.280.04-4.28-3.4240.896-3.424CD跨6.07-11.916.85-10.81-9.5289.122-8.6481AB跨6.07-9.857.48-11.61-7.889.626-9.288BC跨1.44-4.89-0.57-4.89-3.9120.408-3.912CD跨6.07-11.617.48-9.85-9.2889.626-7.881.2框架梁內(nèi)力組合表5-36層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-30.43-1.70-6.24-72.46-48.12-53.73-42.50-54.9194.72-134.1454.26-134.14V38.026.54-1.41-16.5659.2457.9760.5154.1831.8628.0271.0871.08跨中M42.128.03-1.15-12.8466.8061.7767.8461.4728.4838.6872.0572.05V-4.32-0.58-1.41-16.56-6.49-7.76-1.22-8.3422.61-27.0616.00-27.06梁右M-42.88-7.403.9446.79-66.84-63.30-70.39-57.60-71.674.93-116.72-116.72V-42.34-7.12-1.41-16.56-61.72-66.99-64.45-64.6314.10-76.61-33.55-76.61BC跨梁左M-27.11-3.65-1.68-67.33-40.72-41.83-31.61-47.6090.29-122.2552.81-122.25V13.782.88-4.73-56.1122.2317.9826.4913.8482.94-54.6891.2191.21跨中M-17.20-0.190.000.00-22.64-22.64-22.64-22.56-0.24-20.76-20.76-22.64V0.000.00-4.73-56.110.00-4.264.26-7.1079.20-72.9472.9479.20梁右M-27.11-3.651.6867.33-40.72-31.61-41.83-30.56-99.7752.81-122.25-122.25V-13.78-2.88-4.73-56.11-22.23-26.49-17.98-28.0371.45-91.2154.68-91.21CD跨梁左M-42.88-7.40-3.94-46.79-66.84-70.39-63.30-69.4256.43-116.724.93-116.72V42.347.12-1.41-16.5661.7264.4566.9960.4032.6233.5576.6176.61跨中M42.128.031.1512.8466.8067.8461.7764.92-7.6172.0538.6872.05V4.320.58-1.41-16.566.491.227.764.1124.11-16.0027.0627.06梁右M-30.43-1.706.2472.46-48.12-42.50-53.73-36.19-109.5554.26-134.14-134.14V-38.02-6.54-1.41-16.56-59.24-60.51-57.97-58.4114.86-71.08-28.02-71.08表5-45層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-54.07-8.72-12.13-111.88-83.37-94.29-72.46-97.64143.75-211.5671.33-211.56V59.698.40-2.92-26.9490.2087.5792.8382.0448.2641.65111.69111.69跨中M58.339.09-1.61-14.9089.4788.0290.9182.9732.4856.0894.8294.82V-2.26-0.28-2.92-26.94-3.36-1.99-0.73-7.6136.98-37.9032.14-37.90梁右M-60.58-9.538.9282.08-93.04-81.01-101.07-71.37-126.1428.30-181.11-181.11V-61.95-8.68-2.92-26.94-93.56-96.18-90.93-94.0326.06-114.57-44.53-114.57BC跨梁左M-26.81-3.42-12.84-118.12-39.99-51.54-28.43-57.71159.25-187.78119.33-187.78V13.403.60-10.70-98.4322.8213.1932.451.15141.09-109.72146.20146.20跨中M-17.200.900.000.00-21.01-21.01-21.01-21.421.16-20.10-20.10-21.42V0.000.00-10.70-98.430.00-9.639.63-16.05136.41-127.96127.96136.41梁右M-26.81-3.4212.84118.12-39.99-28.43-51.54-19.19-168.15119.33-187.78-187.78V-13.40-3.60-10.70-98.43-22.82-32.45-13.19-37.25131.73-146.20109.72-146.20CD跨梁左M-60.58-9.53-8.92-82.08-93.04-101.07-81.01-102.13101.37-181.1128.30-181.11V61.958.68-2.92-26.9493.5690.9396.1881.2748.6344.53114.57114.57跨中M58.339.091.6114.9089.4790.9188.0287.78-8.8594.8256.0894.82V2.260.28-2.92-26.943.360.731.99-1.1537.71-32.1437.9037.90梁右M-54.07-8.7212.13111.88-83.37-72.46-94.29-61.25-166.4271.33-211.56-211.56V-59.69-8.40-2.92-26.94-90.20-92.83-87.57-90.8026.42-111.69-41.65-111.69表5-54層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-53.86-8.59-19.29-136.05-82.90-100.26-61.54-107.97172.65-246.65107.08-246.65V59.608.38-4.60-32.6690.0581.9194.1979.3851.0534.09119.01119.01跨中M58.279.16-2.73-18.4989.5087.0591.9581.2936.7951.3999.4699.46V-2.44-0.32-4.60-32.66-3.65-7.790.49-10.4143.74-41.5839.34-41.58梁右M-60.90-9.5113.8499.07-93.43-80.98-101.89-68.39-146.4450.01-207.57-207.57V-62.04-8.70-4.60-32.66-93.70-97.84-89.56-96.6932.85-122.13-37.21-122.13BC跨梁左M-26.34-3.45-19.91-142.56-39.42-57.34-21.50-67.73188.45-219.01151.65-219.01V13.403.60-16.59-118.8022.827.8937.75-3.69161.46-136.20172.68172.68跨中M-16.730.870.000.00-20.45-20.45-20.45-20.841.13-19.56-19.56-20.84V0.000.00-16.59-118.800.00-14.9314.93-24.89160.78-154.44154.44160.78梁右M-26.34-3.4519.91142.56-39.42-21.50-57.34-8.00-197.42151.65-219.01-219.01V-13.40-3.60-16.59-118.80-22.82-37.75-7.89-46.09156.10-172.68136.20-172.68CD跨梁左M-60.90-9.51-13.84-99.07-93.43-101.89-80.98-109.91121.71-207.5750.01-207.57V62.048.70-4.60-32.6693.7089.5697.8482.8951.4737.21122.13122.13跨中M58.279.162.7318.4989.5091.9587.0589.46-12.9699.4651.3999.46V2.440.32-4.60-32.663.65-0.497.79-3.3944.58-39.3441.5841.58梁右M-53.86-8.5919.29136.05-82.90-61.54-100.26-50.10-194.99107.08-246.65-246.65V-59.60-8.38-4.60-32.66-90.05-94.19-81.91-93.1833.27-119.01-34.09-119.01表5-63層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-53.86-8.59-24.83-160.82-82.90-101.25-60.55-116.28203.99-278.85139.28-278.85V59.608.38-1.92-38.2890.0584.7291.3877.4062.1026.78126.31126.31跨中M58.279.16-3.53-23.0389.5086.3292.6880.0842.7441.49101.36101.36V-2.44-0.32-1.92-38.28-3.65-8.981.68-12.3950.79-52.8846.64-52.88梁右M-60.90-9.5117.77114.77-93.43-77.44-109.43-62.50-161.8670.42-227.98-227.98V-62.04-8.70-1.92-38.28-93.70-99.03-88.37-98.6739.89-129.43-29.90-129.43BC跨梁左M-26.34-3.45-21.56-161.15-39.42-62.42-16.42-76.21216.40-248.38181.01-248.38V13.403.60-21.30-137.6322.823.6541.99-10.75188.76-160.68197.16197.16跨中M-16.730.870.000.00-20.45-20.45-20.45-20.841.13-19.56-19.56-20.84V0.000.00-21.30-137.630.00-19.1719.17-31.95184.08-178.92178.92184.08梁右M-26.34-3.4521.56161.15-39.42-16.42-62.420.47-221.37181.01-248.38-248.38V-13.40-3.60-21.30-137.63-22.82-41.99-3.65-53.15179.40-197.16160.68-197.16CD跨梁左M-60.90-9.51-17.77-114.77-93.43-109.43-77.44-111.81141.13-227.9870.42-227.98V62.048.70-1.92-38.2893.7088.3799.0380.9162.5129.90129.43129.43跨中M58.279.163.5323.0389.5092.6886.3290.67-18.92101.3641.49101.36V2.440.32-1.92-38.283.65-1.688.98-1.3751.62-46.6452.8852.88梁右M-53.86-8.5924.83160.82-82.90-60.55-101.25-41.79-226.33139.28-278.85-278.85V-59.60-8.38-1.92-38.28-90.05-91.38-84.72-91.1640.31-126.31-26.78-126.31表5-72層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-54.21-8.65-31.99-174.31-83.44-112.23-54.65-127.54216.63-296.84156.36-296.84V59.648.39-7.60-41.7090.1283.2896.9674.9461.4822.39130.81130.81跨中M58.069.12-4.63-24.1989.1684.9993.3378.1143.2843.70106.59106.59V-2.36-0.30-7.60-41.70-3.52-10.363.32-14.7854.18-57.2251.20-57.22梁右M-60.98-9.5322.73121.93-93.57-73.11-114.03-51.19-177.4184.81-242.61-242.61V-62.00-8.69-7.60-41.70-93.64-100.48-86.80-101.1243.27-133.82-21.40-133.82BC跨梁左M-26.22-3.42-32.71-181.22-39.22-68.66-9.78-86.74233.03-269.10202.07-269.10V13.403.60-27.26-151.0222.82-1.7147.35-19.69202.59-178.09214.57214.57跨中M-16.610.900.000.00-20.24-20.24-20.24-20.651.16-19.39-19.39-20.65V0.000.00-27.26-151.020.00-24.5324.53-40.89197.91-196.33196.33197.91梁右M-26.22-3.4232.71181.22-39.22-9.78-68.6611.39-241.94202.07-269.10-269.10V-13.40-3.60-27.26-151.02-22.82-47.351.71-62.09193.23-214.57178.09-214.57CD跨梁左M-60.98-9.53-22.73-121.93-93.57-114.03-73.11-123.38152.64-242.6184.81-242.61V62.008.69-7.60-41.7093.6486.80100.4878.3261.8721.40133.82133.82跨中M58.069.124.6324.1989.1693.3384.9992.00-19.56106.5943.70106.59V2.360.30-7.60-41.703.52-3.3210.36-8.0254.96-51.2057.2257.22梁右M-54.21-8.6531.99174.31-83.44-54.65-112.23-31.57-239.12156.36-296.84-296.84V-59.64-8.39-7.60-41.70-90.12-96.96-83.28-97.7443.66-130.81-22.39-130.81表5-81層框架梁內(nèi)力組合梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB跨梁左M-49.36-7.88-31.18-171.34-71.99-107.65-44.33-121.21211.83-291.90163.98-291.90V59.028.30-8.52-42.0589.1881.5196.8472.6664.9221.14130.47130.47跨中M61.129.63-4.52-23.9793.8989.8397.9582.7843.7247.96110.27110.27V-3.60-0.48-8.52-42.05-1.40-13.072.27-17.9653.51-59.2750.06-59.27梁右M-59.72-9.2926.15127.41-91.57-68.03-111.10-48.16-171.7388.40-242.87-242.87V-62.62-8.78-8.52-42.05-94.58-102.24-86.91-103.4142.72-131.08-21.75-131.08BC跨梁左M-29.00-3.91-37.62-183.34-43.57-77.43-9.71-98.24230.42-271.49201.19-271.49V13.403.60-31.35-152.7822.82-1.4051.04-21.83200.93-180.37216.85216.85跨中M-19.390.410.000.00-24.60-24.60-24.60-24.780.53-23.02-23.02-24.78V0.000.00-31.35-152.780.00-28.2228.22-47.03196.25-198.61198.61-198.61梁右M-29.00-3.9137.62183.34-43.57-9.71-77.4314.62-240.59201.19-271.49-271.49V-13.40-3.60-31.35-152.78-22.82-51.041.40-68.23191.57-216.85180.37-216.85CD跨梁左M-59.72-9.29-26.15-127.41-91.57-111.10-68.03-126.61151.58-242.8788.40-242.87V62.628.78-8.52-42.0594.5886.91102.2477.8561.5421.75131.08131.08跨中M61.129.634.5223.9793.8997.9589.8396.33-18.69110.2747.96110.27V3.600.48-8.52-42.051.40-2.2713.07-7.6054.75-50.0659.2759.27梁右M-49.36-7.8831.18171.34-71.99-44.33-107.65-19.67-236.32163.98-291.90-291.90V-59.02-8.30-8.52-42.05-89.18-96.84-81.51-98.2243.34-130.47-21.14-130.471.3框架柱內(nèi)力組合表5-9A軸柱內(nèi)力組合層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震6柱頂M38.047.13-6.24-72.4660.1554.5361.7647.5866.30-44.27144.12144.12-44.2761.76N94.6316.66-1.41-16.56148.01146.74149.28138.40142.63102.02141.08141.08102.02149.28V-21.93-3.902.7032.01-34.36-31.93-36.79-28.55-36.6512.96-70.27-70.2712.96-36.79柱底M34.321.75-2.67-33.1753.2450.8451.6446.6554.661.5187.7687.761.5151.64N124.3316.66-1.41-16.56186.62181.35187.89177.01181.24137.66180.72180.72137.66187.89V-21.93-3.902.7032.01-34.36-31.93-36.79-28.55-36.6512.96-70.27-70.2712.96-36.795柱頂M33.321.16-9.46-78.7151.0642.5459.5734.5462.92-59.24141.40141.40-59.2459.57N241.9767.41-4.33-43.50420.88416.98424.77384.05397.04279.06392.16392.16279.06424.77V-20.31-3.194.7839.75-31.19-26.89-31.49-22.58-36.9221.39-77.96-77.9621.39-31.49柱底M33.691.37-6.31-52.4751.8546.1757.5339.9758.90-24.56111.86111.86-24.5657.53N271.6767.41-4.33-43.50459.49451.59463.38422.66431.65314.70427.80427.80314.70463.38V-20.31-3.194.7839.75-31.19-26.89-31.49-22.58-36.9221.39-77.96-77.9621.39-31.494柱頂M33.691.37-12.98-83.5851.8540.1763.5329.9768.91-61.00152.30152.30-61.0063.53N397.22118.14-8.93-76.16693.60681.56701.63627.04653.83448.54646.56646.56448.54701.63V-20.42-3.256.7146.05-31.42-21.38-37.46-19.89-40.0233.41-86.32-86.3233.41-37.46柱底M33.691.37-9.17-68.3851.8543.6060.1131.6863.19-41.24132.54132.54-41.2460.11N426.92118.14-8.93-76.16732.21724.17740.24661.65692.44484.18682.20682.20484.18740.24V-20.42-3.256.7146.05-31.42-21.38-37.46-19.89-40.0233.41-86.32-86.3233.41-37.463柱頂M34.731.54-19.17-98.6853.4636.2170.7122.2179.72-83.28173.28173.28-83.2870.71N699.76219.61-22.45-156.141239.101218.901259.311106.601173.95768.501174.461174.46768.501259.31V-23.23-3.7110.5654.37-31.76-26.26-41.27-18.25-49.9340.58-100.78-100.7840.58-41.27柱底M41.926.69-11.68-80.7464.5350.4278.6438.0081.04-50.64159.28159.28-50.6478.64N729.46219.61-22.45-156.141277.711257.511297.921141.211212.56804.141210.101210.10804.141297.92V-23.23-3.7110.5654.37-31.76-26.26-41.27-18.25-49.9340.58-100.78-100.7840.58-41.272柱頂M34.731.54-19.17-98.6853.4636.2170.7122.2179.72-83.28173.28173.28-83.2870.71N699.76219.61-22.45-156.141239.101218.901259.311106.601173.95768.501174.461174.46768.501259.31V-23.23-3.7110.5654.37-31.76-26.26-41.27-18.25-49.9340.58-100.78-100.7840.58-41.27柱底M41.926.69-11.68-80.7464.5350.4278.6438.0081.04-50.64159.28159.28-50.6478.64N729.46219.61-22.45-156.141277.711257.511297.921141.211212.56804.141210.101210.10804.141297.92V-23.23-3.7110.5654.37-31.76-26.26-41.27-18.25-49.9340.58-100.78-100.7840.58-41.271柱頂M19.783.16-19.50-94.6030.4512.9048.00-0.2258.28-97.35148.61148.61-97.3548.00N850.43270.26-30.97-198.191510.951483.081538.821342.881431.79921.031440.321440.32921.031538.82V-6.38-1.0211.8857.96-9.820.87-20.528.46-27.1967.08-83.62-83.6267.08-20.52柱底M9.891.58-31.74-174.9111.23-16.9447.39-39.0968.13-214.57240.20240.20-214.5747.39N892.28270.26-30.97-198.191561.351537.481593.231397.281490.19971.251490.541490.54971.251593.23V-6.38-1.0211.8857.96-9.820.87-20.528.46-27.1967.08-83.62-109.7584.39-109.75表5-10B軸柱內(nèi)力組合層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震6柱頂M-19.72-4.69-9.62-114.12-32.67-41.33-24.01-44.99-16.13-174.83121.88-174.83-174.83121.88N126.1428.04-4.73-56.11206.04201.79210.30186.33200.5291.25241.1491.2591.25241.14V12.052.594.7756.6019.5523.8411.2621.5411.2389.59-57.5789.5989.59-57.57柱底M-20.06-3.87-6.12-72.66-31.88-37.39-26.38-39.32-20.96-120.8568.06-120.85-120.8568.06N151.8428.04-4.73-56.11244.65240.40248.91224.94239.13130.89276.78130.89130.89276.78V12.052.594.7756.6019.5523.8411.2621.5411.2389.59-57.5789.5989.59-57.575柱頂M-22.15-3.76-11.64-127.54-34.44-48.51-20.36-56.20-9.28-194.64136.97-194.64-194.64136.97N317.6792.57-11.43-154.54551.83537.94561.71487.02533.31231.84637.65231.84231.84637.65V13.262.298.4570.2720.6728.2813.0732.326.97108.64-74.07108.64108.64-74.07柱底M-21.60-3.79-12.24-104.35-33.77-44.78-22.75-50.42-13.70-163.85107.46-163.85-163.85107.46N347.3792.57-11.43-154.54590.44576.55604.32521.63571.92271.48673.29271.48271.48673.29V13.262.298.4570.2720.6728.2813.0732.326.97108.64-74.07108.64108.64-74.074柱頂M-21.60-3.79-21.51-137.28-33.77-53.12-14.41-64.320.21-206.66150.27-206.66-206.66150.27N509.29157.12-32.02-273.34897.76868.94926.58779.02871.08350.081060.76350.08350.081060.76V13.092.3011.8581.4120.4731.139.8037.211.66122.92-88.75122.92122.92-88.75柱底M-21.60-3.79-17.60-131.37-33.77-49.61-17.93-58.46-1.66-198.98142.59-198.98-198.98142.59N538.99157.12-32.02-273.34936.37907.55961.19817.63913.69381.721096.40381.72381.721096.40V13.092.3011.8581.4120.4731.139.8037.211.66122.92-88.75122.92122.92-88.753柱頂M-22.02-3.87-30.81-158.60-34.43-62.16-6.70-78.9013.53-234.93177.43-234.93-234.93177.43N892.49286.21-80.58-561.991589.551517.031662.071339.891581.63512.131973.30512.13512.131973.30V14.342.5218.6796.1222.4239.231.6249.29-6.72143.68-106.24143.68143.68-106.24柱底M-21.31-4.44-30.81-158.60-39.56-67.29-11.83-83.788.65-239.22173.14-239.22-239.22173.14N922.19286.21-80.58-561.991628.161551.641700.681378.501620.24547.772008.94547.77547.772008.94V14.342.5218.6796.1222.4239.231.6249.29-6.72143.68-106.24143.68143.68-106.242柱頂M-22.02-3.87-30.81-158.60-34.43-62.16-6.70-78.9013.53-234.93177.43-234.93-234.93177.43N892.49286.21-80.58-561.991589.551517.031662.071339.891581.63512.131973.30512.13512.131973.30V14.342.5218.6796.1222.4239.231.6249.29-6.72143.68-106.24143.68143.68-106.24柱底M-21.31-4.44-30.81-158.60-39.56-67.29-11.83-83.788.65-239.22173.14-239.22-239.22173.14N922.19286.21-80.58-561.991628.161551.641700.681378.501620.24547.772008.94547.77547.772008.94V14.342.5218.6796.1222.4239.231.6249.29-6.72143.68-106.24143.68143.68-106.241柱頂M19.78-2.28-32.96-152.1522.29-7.3751.96-26.1272.76-171.43220.16220.16-171.43220.16N1084.69350.84-111.93-714.771936.361831.622037.091610.581946.37582.932441.332441.33582.932441.33V4.220.7411.7576.816.6020.77-7.5829.89-17.36101.36-94.35-94.35101.36-94.35柱底M9.89-1.14-40.28-201.0111.15-21.1147.40-48.7672.08-251.33277.70277.70-251.33277.70N1126.54350.84-111.93-714.771990.761890.032091.501664.992000.78633.152491.552491.55633.152491.55V4.220.7411.7576.816.6020.77-7.5829.89-17.36101.36-94.35-109.7584.39-109.75表5-11C軸柱內(nèi)力組合層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震6柱頂M19.724.69-9.62-114.1232.6724.0141.3316.1344.99-121.88174.83174.83174.83-121.88N126.1428.044.7356.11206.04210.30201.79200.52186.33241.1491.2591.2591.25241.14V-18.16-2.594.7756.60-27.49-23.20-31.79-19.17-33.4850.23-96.93-96.93-96.9350.23柱底M40.213.87-6.12-72.6658.0852.5763.5947.1661.52-43.88141.03141.03141.03-43.88N151.8428.044.7356.11244.65248.91240.40239.13224.94276.78130.89130.89130.89276.78V-18.16-2.594.7756.60-27.49-23.20-31.79-19.17-33.4850.23-96.93-96.93-96.9350.235柱頂M22.153.76-11.64-127.5434.4420.3648.519.2856.20-136.97194.64194.64194.64-136.97N317.6792.5711.43154.54551.83561.71537.94533.31487.02637.65231.84231.84231.84637.65V-13.26-2.298.4570.27-20.67-13.07-28.28-6.97-32.3274.07-108.64-108.64-108.6474.07柱底M21.603.79-12.24-104.3533.7722.7544.7813.7050.42-107.46163.85163.85163.85-107.46N347.3792.5711.43154.54590.44604.32576.55571.92521.63673.29271.48271.48271.48673.29V-13.26-2.298.4570.27-20.67-13.07-28.28-6.97-32.3274.07-108.64-108.64-108.6474.074柱頂M21.603.79-21.51-137.2833.7714.4153.12-0.2164.32-150.27206.66206.66206.66-150.27N509.29157.1232.02273.34897.76926.58868.94871.08779.021060.76350.08350.08350.081060.76V-13.09-2.3011.8581.41-20.47-9.80-31.13-1.66-37.2188.75-122.92-122.92-122.9288.75柱底M21.603.79-17.60-131.3733.7717.9349.611.6658.46-142.59198.98198.98198.98-142.59N538.99157.1232.02273.34936.37961.19907.55913.69817.631096.40381.72381.72381.721096.40V-13.09-2.3011.8581.41-20.47-9.80-31.13-1.66-37.2188.75-122.92-122.92-122.9288.753柱頂M22.023.87-30.81-158.6034.436.7062.16-13.5378.90-177.43234.93234.93234.93-177.43N892.49286.2180.58561.991589.551662.071517.031581.631339.891973.30512.13512.13512.131973.30V-14.34-2.5218.6796.12-22.42-1.62-39.236.72-49.29106.24-143.68-143.68-143.68106.24柱底M21.314.44-30.81-158.6039.5611.8367.29-8.6583.78-173.14239.22239.22239.22-173.14N922.19286.2180.58561.991628.161700.681551.641620.241378.502008.94547.77547.77547.772008.94V-14.34-2.5218.6796.12-22.42-1.62-39.236.72-49.29106.24-143.68-143.68-143.68106.242柱頂M22.023.87-30.81-158.6034.436.7062.16-13.5378.90-177.43234.93234.93234.93-177.43N892.49286.2180.58561.991589.551662.071517.031581.631339.891973.30512.13512.13512.131973.30V-14.34-2.5218.6796.12-22.42-1.62-39.236.72-49.29106.24-143.68-143.68-143.68106.24柱底M21.314.44-30.81-158.6039.5611.8367.29-8.6583.78-173.14239.22239.22239.22-173.14N922.19286.2180.58561.991628.161700.681551.641620.241378.502008.94547.77547.77547.772008.94V-14.34-2.5218.6796.12-22.42-1.62-39.236.72-49.29106.24-143.68-143.68-143.68106.241柱頂M13.092.28-32.96-152.1520.44-9.2350.10-30.0368.85-180.72214.87214.87214.87-180.72N1084.69350.84111.93714.771936.362037.091831.621946.371610.582441.33582.93582.93582.932441.33V-4.22-0.7411.7576.81-6.607.58-20.7717.36-29.8994.35-101.36-101.36-101.3694.35柱底M6.551.14-40.28-201.0110.23-26.0346.48-50.7170.13-257.97271.06271.06271.06-257.97N1126.54350.84111.93714.771990.762091.501890.032000.781664.992491.55633.15633.15633.152491.55V-4.22-0.7411.7576.81-6.607.58-20.7717.36-29.8994.35-101.36-109.7584.39-109.75表5-12D軸柱內(nèi)力組合層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.3×①+1.5×②1.3×①+1.5×(②±0.6×③)1.3×①+1.5×(0.7×②±③)1.2×(①+0.5②)±1.3×④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震6柱頂M-38.04-7.13-6.24-72.46-60.15-61.76-54.53-66.30-47.58-144.1244.27-144.1244.27-61.76N94.6316.661.4116.56148.01149.28146.74142.63138.40141.08102.02141.08102.02149.28V21.933.902.7032.0134.3636.7931.9336.6528.5570.27-12.9670.27-12.9636.79柱底M-34.32-1.75-2.67-33.17-53.24-51.64-50.84-54.66-46.65-87.76-1.51-87.76-1.51-51.64N124.3316.661.4116.56186.62187.89181.35181.24177.01180.72137.66180.72137.66187.89V21.933.902.7032.0134.3636.7931.9336.6528.5570.27-12.9670.27-12.9636.795柱頂M-33.32-1.16-9.46-78.71-51.06-59.57-42.54-62.92-34.54-141.4059.24-141.4059.24-59.57N241.9767.414.3343.50420.88424.77416.98397.04384.05392.16279.06392.16279.06424.77V20.313.194.7839.7531.1931.4926.8936.92