《建筑結(jié)構(gòu)內(nèi)力組合計(jì)算過(guò)程的案例4700字》

建筑結(jié)構(gòu)內(nèi)力組合計(jì)算過(guò)程的案例綜述1.1豎向荷載彎矩調(diào)幅表5-1恒載作用下的梁端彎矩調(diào)幅層次梁跨β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5AB0.8-51.2955.61-62.19-41.0366.96-49.75BC0.8-19.94-7.19-19.94-15.95-3.2-15.95CD0.8-62.1955.61-51.29-49.7566.96-41.034AB0.8-80.4856.65-84.31-64.3873.13-67.45BC0.8-14.66-3.12-14.66-11.73-0.19-11.73CD0.8-84.3156.65-80.48-67.4573.13-64.383AB0.8-79.4157.29-84.09-63.5373.64-67.27BC0.8-14.81-3.27-14.81-11.85-0.31-11.85CD0.8-84.0957.29-79.41-67.2773.64-63.532AB0.8-79.9956.86-84.38-63.9973.3-67.5BC0.8-14.61-3.07-14.61-11.69-0.15-11.69CD0.8-84.3856.86-79.99-67.573.3-63.991AB0.8-71.863.24-79.8-57.4478.4-63.84BC0.8-18.33-6.79-18.33-14.66-3.12-14.66CD0.8-79.863.24-71.8-63.8478.4-57.44表5-2活載作用下的梁端彎矩調(diào)幅層次梁跨β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5AB0.8-4.953.20-5.14-3.964.21-4.11BC0.8-1.00-0.08-1.00-0.80.12-0.8CD0.8-5.143.20-4.95-4.114.21-3.964AB0.8-17.7614.32-19.49-14.2118.05-15.59BC0.8-4.85-0.28-4.85-3.880.69-3.88CD0.8-19.4914.32-17.76-15.5918.05-14.213AB0.8-18.4813.74-19.92-14.7817.58-15.94BC0.8-4.550.02-4.55-3.640.93-3.64CD0.8-19.9213.74-18.48-15.9417.58-14.782AB0.8-18.6213.64-19.98-14.917.5-15.98BC0.8-4.50.07-4.5-3.60.97-3.6CD0.8-19.9813.64-18.62-15.9817.5-14.91AB0.8-16.715.1-18.99-13.3618.67-15.19BC0.8-5.33-0.76-5.33-4.260.31-4.26CD0.8-18.9915.1-16.7-15.1918.67-13.361.2框架梁內(nèi)力組合表5-35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④1.3①+1.5②±0.7③×1.51.3①+1.5②±0.7③×1.51.3①+1.5②±0.7③×1.51.3①+1.5③±0.7③×1.設(shè)計(jì)值左風(fēng)右風(fēng)左震右震AB梁左M-41.03-3.965.534.35-54.78-59.27-47.3-61.16-6.96-96.27-96.27V56.544.05-1.48-9.2773.5280.371.0974.8258.2382.3382.33跨中M66.964.210.6053.75586.2594.5286.4284.8987.767894.52V-1.65-0.03-1.48-9.27-2.02-2.26-3.88-0.15-14.0510.05-14.05梁右M-49.75-4.11-4.29-26.84-65.45-71.19-70.28-59.47-97.06-27.27-97.06V-59.84-4.11-1.48-9.27-77.56-84.81-78.85-75.12-86.33-62.22-86.33BC梁左M-15.95-0.82.9918.74-20.26-22.32-16.38-23.924.74-43.98-43.98V14.650.98-2.14-13.3918.9520.7416.1221.510.7635.5835.58跨中M-3.20.1200-3.67-4.2-3.69-3.69-3.77-3.77-4.2V00-2.14-13.3900-2.72.7-17.4117.41-17.41梁右M-15.95-0.8-2.99-18.74-20.26-22.32-23.92-16.38-43.984.74-43.98V-14.65-0.98-2.14-13.39-18.95-20.74-21.51-16.12-35.58-0.76-35.58續(xù)表5-3梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值右風(fēng)左風(fēng)右風(fēng)左震左風(fēng)CD梁左M-49.75-4.114.2926.84-65.45-71.19-59.47-70.28-27.27-97.06-97.06V59.844.11-1.48-9.2777.5684.8175.1278.8562.2286.3386.33跨中M66.964.21-0.605-3.75586.2594.5284.8986.427887.7694.52V1.650.03-1.48-9.272.022.260.153.88-10.0514.0514.05梁右M-41.03-3.96-5.5-34.35-54.78-59.27-61.16-47.3-96.27-6.96-96.27V-56.54-4.05-1.48-9.27-73.52-80.3-74.82-71.09-82.33-58.23-82.33表5-44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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震AB梁左M-64.38-14.2114.3971.75-97.15-100.84-77.03-113.297.49-179.06-179.06V74.9916.08-3.93-19.65112.5116.99105.3115.274.09125.18125.18跨中M73.1318.051.4356.905113.03116.41112.31108.69107.5689.61116.41V-0.58-0.26-3.93-19.65-1.06-1.04-5.983.93-26.424.69-26.4梁右M-67.45-15.59-11.52-57.94-102.77-106.34-115.1-86.07-165.62-14.97-165.62續(xù)表5-4梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震V-76.15-16.6-3.93-19.65-114.62-119.07-117.25-107.34-126.89-75.8-126.89BC梁左M-11.73-3.888.0440.46-19.51-19.64-8.83-29.136.19-69-69V13.354.9-5.74-28.922.8822.8214.9629.43-18.6156.5356.53跨中M-0.190.69000.740.420.640.640.190.190.74V00-5.74-28.900-7.237.23-37.5737.57-37.57梁右M-11.73-3.88-8.04-40.46-19.51-19.64-29.1-8.83-6936.19-69V-13.35-4.9-5.74-28.9-22.88-22.82-29.43-14.96-56.5318.61-56.53CD梁左M-67.45-15.5911.5257.94-102.77-106.34-86.07-115.1-14.97-165.62-165.62V76.1516.6-3.93-19.65114.62119.07107.34117.2575.8126.89126.89跨中M73.1318.05-1.435-6.905113.03116.41108.69112.3189.61107.56116.41V0.580.26-3.93-19.651.061.04-3.935.98-24.6926.426.4梁右M-64.38-14.21-14.39-71.75-97.15-100.84-113.29-77.03-179.067.49-179.06V-74.99-16.08-3.93-19.65-112.5-116.99-115.2-105.3-125.18-74.09-125.18表5-53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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震AB梁左M-63.53-14.7823.46105.82-96.93-100.25-65.3-124.4252.46-222.67-222.67V74.8616.12-6.43-29.03112.4116.86102.04118.2561.77137.24137.24跨中M73.6417.582.2510.025112.98116.64113.35107.68111.9585.88116.64V-0.71-0.22-6.43-29.03-1.16-1.17-9.236.97-38.7236.76-38.72梁右M-67.27-15.94-18.96-85.77-103.04-106.44-124.7-76.92-201.7921.21-201.79V-76.28-16.56-6.43-29.03-114.72-119.21-120.5-104.3-139.21-63.73-139.21BC梁左M-11.85-3.6413.2559.91-19.32-19.56-2.11-35.561.48-94.29-94.29V13.354.9-9.46-42.7922.8822.8210.2734.11-36.6774.5974.59跨中M-0.310.93000.930.490.80.80.190.190.93V00-9.46-42.7900-11.9211.92-55.6355.63-55.63梁右M-11.85-3.64-13.25-59.91-19.32-19.56-35.5-2.11-94.2961.48-94.29V-13.35-4.9-9.46-42.79-22.88-22.82-34.11-10.27-74.5936.67-74.59CD梁左M-67.27-15.9418.9685.77-103.04-106.44-76.92-124.721.21-201.79-201.79V76.2816.56-6.43-29.03114.72119.21104.3120.563.73139.21139.21續(xù)表5-5梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震跨中M73.6417.58-2.25-10.025112.98116.64107.68113.3585.88111.95116.64V0.710.22-6.43-29.031.161.17-6.979.23-36.7638.7238.72梁右M-63.53-14.78-23.46-105.82-96.93-100.25-124.42-65.3-222.6752.46-222.67V-74.86-16.12-6.43-29.03-112.4-116.86-118.25-102.04-137.24-61.77-137.24表5-62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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震AB梁左M-63.99-14.932.42127.69-97.65-100.99-54.71-136.4180.27-251.73-251.73V74.916.13-9.01-35.52112.46116.9298.85121.5653.38145.73145.73跨中M73.317.52.6910.475112.46116.11113.4106.62112.0884.84116.11V-0.67-0.21-9.01-35.52-1.1-1.11-12.4210.28-47.1145.25-47.11梁右M-67.5-15.98-27.04-106.74-103.37-106.79-135.21-67.06-229.3548.17-229.35V-76.24-16.55-9.01-35.52-114.66-119.14-123.69-100.99-147.59-55.24-147.59BC梁左M-11.69-3.618.8974.54-19.07-19.315.24-42.3780.71-113.09-113.09續(xù)表5-6梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震V13.354.9-13.49-53.2422.8822.825.239.19-50.2588.1788.17跨中M-0.150.97001.180.751.041.040.40.41.18V00-13.49-53.2400-1717-69.2169.21-69.21梁右M-11.69-3.6-18.89-74.54-19.07-19.31-42.375.24-113.0980.71-113.09V-13.35-4.9-13.49-53.24-22.88-22.82-39.19-5.2-88.1750.25-88.17CD梁左M-67.5-15.9827.04106.74-103.37-106.79-67.06-135.2148.17-229.35-229.35V76.2416.55-9.01-35.52114.66119.14100.99123.6955.24147.59147.59跨中M73.317.5-2.69-10.475112.46116.11106.62113.484.84112.08116.11V0.670.21-9.01-35.521.11.11-10.2812.42-45.2547.1147.11梁右M-63.99-14.9-32.42-127.69-97.65-100.99-136.41-54.71-251.7380.27-251.73V-74.9-16.13-9.01-35.52-112.46-116.92-121.56-98.85-145.73-53.38-145.73表5-71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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震AB梁左M-57.44-13.3648.48154.68-87.63-90.64-24.68-146.85124.14-278.03-278.03V74.3615.99-13.34-41.92111.62116.0692.57126.1944.33153.32153.32跨中M78.418.674.4516.34120.22124.14123.21112126.5284.04126.52V-1.21-0.35-13.34-41.92-1.94-1.98-18.714.92-56.1652.83-56.16梁右M-63.84-15.19-39.58-122-97.87-101.07-145.62-45.88-244.3272.88-244.32V-76.78-16.69-13.34-41.92-115.5-120.01-129.97-96.36-156.65-47.65-156.65BC梁左M-14.66-4.2627.6585.21-23.56-23.9711.88-57.890.63-130.92-130.92V13.354.9-19.75-60.8622.8822.82-2.6947.08-60.1698.0898.08跨中M-3.120.3100-3.31-3.91-3.35-3.35-3.56-3.56-3.91V00-19.75-60.8600-24.8924.89-79.1279.12-79.12梁右M-14.66-4.26-27.65-85.21-23.56-23.97-57.811.88-130.9290.63-130.92V-13.35-4.9-19.75-60.86-22.88-22.82-47.082.69-98.0860.16-98.08CD梁左M-63.84-15.1939.58122-97.87-101.07-45.88-145.6272.88-244.32-244.32V76.7816.69-13.34-41.92115.5120.0196.36129.9747.65156.65156.65續(xù)表5-7梁跨截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(②±③)1.2×(①+0.5②)±1.3×④)設(shè)計(jì)值左風(fēng)右風(fēng)左震右震跨中M78.418.67-4.45-16.34120.22124.14112123.2184.04126.52126.52V1.210.35-13.34-41.921.941.98-14.9218.7-52.8356.1656.16梁右M-57.44-13.36-48.48-154.68-87.63-90.64-146.85-24.68-278.03124.14-278.03V-74.36-15.99-13.34-41.92-111.62-116.06-126.19-92.57-153.32-44.33-153.325.3框架柱內(nèi)力組合表5-8A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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震5柱頂M51.294.95-5.5-34.3568.4874.0960.8674.7219.86109.17109.1719.86109.17N193.210.90-1.48-9.27247.1271.5243.71247.44226.33250.43250.43226.33250.43V-25.89-3.532.3514.68-36.01-38.41-32.55-38.48-14.1-52.27-52.27-14.1-52.27柱底M41.917.75-2.96-18.561.1464.1756.3363.7930.8978.9978.9930.8978.99N215.710.9-1.48-9.27274.1301.88270.71274.44253.33277.43277.43253.33277.43續(xù)表5-8層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震V-25.89-3.532.3514.68-36.01-38.41-32.55-38.48-14.1-52.27-52.27-14.1-52.274柱頂M38.5710.01-11.43-53.2560.361.8844.4973.3-16.94121.52121.52-16.94121.52N446.954.20-5.41-28.92612.16656.43597.76611.39531.2606.4606.4531.2606.4V-21.74-5.355.2925.59-33.58-34.59-26.16-39.493.97-62.57-62.573.97-62.57柱底M39.79.24-7.62-38.8860.5862.6549.6868.882.64103.73103.732.64103.73N469.454.2-5.41-28.92639.16686.81624.76638.39558.2633.4633.4558.2633.4V-21.74-5.355.2925.59-33.58-34.59-26.16-39.493.97-62.57-62.573.97-62.573柱頂M39.79.24-15.84-66.9460.5862.6539.3279.24-33.84140.21140.21-33.84140.21N700.597.5-11.84-57.95977.11041.23948.53978.37823.77974.44974.44823.77974.44V-21.88-5.09833.81-33.38-34.53-22.59-42.7514.64-73.26-73.2614.64-73.26柱底M39.089.09-12.96-54.7759.6261.6742.0274.68-18.85123.55123.55-18.85123.55N72397.5-11.84-57.951004.11071.6975.531005.37850.771001.441001.44850.771001.44V-21.88-5.09833.81-33.38-34.53-22.59-42.7514.64-73.26-73.2614.64-73.262柱頂M40.919.52-19.46-72.9262.4264.5636.5785.61-39.99149.6149.6-39.99149.6續(xù)表5-8層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震N954.1140.9-20.85-93.471342.181426.121296.181348.731107.951350.971350.971107.951350.97V-24.93-5.810.5839.64-38.04-39.34-23.89-50.5518.14-84.93-84.9318.14-84.93柱底M48.8311.36-18.63-69.7874.577.0549.4496.38-25.3156.13156.13-25.3156.13N976.6140.9-20.85-93.471369.181456.491323.181375.731134.951377.971377.971134.951377.97V-24.93-5.810.5839.64-38.04-39.34-23.89-50.5518.14-84.93-84.9318.14-84.931柱頂M23.065.35-29.85-84.935.1636.37-3.272.02-79.49141.25141.25-79.49141.25N1207.2184.1-34.19-135.391706.381810.141637.531723.691383.091735.111735.111383.091735.11V-6.65-1.5414.8746.65-10.14-10.498.82-28.6651.74-69.55-69.5551.74-69.55柱底M11.532.68-47.48-157.6817.5918.19-42.6177.04-189.54220.43220.43-189.54220.43N1239.7184.1-34.19-135.391745.381854.011676.531762.691422.091774.111774.111422.091774.11V-6.65-1.5414.8746.65-10.14-10.498.82-28.6651.74-69.55-69.5551.74-69.55表5-9B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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震5柱頂M-42.17-4.14-7.28-45.58-56.4-60.99-64.99-46.65-112.346.17-112.34-112.346.17N22715.5-0.66-4.12294.1321.64291.1292.76276.34287.06276.34276.34287.06V21.522.963.2620.4229.9731.9533.6625.4554.151.0554.1554.151.05柱底M-35.29-6.50-4.46-27.93-51.45-54.01-56.16-44.92-82.56-9.94-82.56-82.56-9.94N249.515.5-0.66-4.12321.1352.02318.1319.76303.34314.06303.34303.34314.06V21.522.963.2620.4229.9731.9533.6625.4554.151.0554.1554.151.054柱頂M-34.45-8.16-15.10-70.47-52.76-54.5-70.65-32.6-137.8545.38-137.85-137.8545.38N515.582.4-2.47-13.37733.96776.68719.31725.54650.66685.42650.66650.66685.42V19.24.417.3635.5929.2130.2437.8719.3271.95-20.5871.9571.95-20.58柱底M-34.68-7.70-11.39-57.66-52.4-54.36-65.67-36.97-121.1928.72-121.19-121.1928.72N53882.4-2.47-13.37760.96807.05746.31752.54677.66712.42677.66677.66712.42V19.24.417.3635.5929.2130.2437.8719.3271.95-20.5871.9571.95-20.583柱頂M-34.68-7.7-20.82-88.02-52.4-54.36-77.55-25.08-160.6668.19-160.66-160.6668.19N804.2149.3-5.5-27.131174.061231.981146.231160.091019.351089.891019.351019.351089.89V19.184.2611.1247.0228.9830.0742.3914.3786.7-35.5586.786.7-35.55續(xù)表5-9層次截面內(nèi)力恒載①活載②風(fēng)載③地震④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震柱底M-34.38-7.63-19.22-81.25-51.94-53.89-75.09-26.65-151.4659.79-151.46-151.4659.79N826.7149.3-5.5-27.131201.061262.361173.231187.091046.351116.891046.351046.351116.89V19.184.2611.1247.0228.9830.0742.3914.3786.7-35.5586.786.7-35.552柱頂M-35.47-7.87-26.71-100.03-53.58-55.6-86.13-18.83-177.3382.75-177.33-177.3382.75N1092.8216.2-9.98-44.851614.041687.161571.21596.351382.781499.391382.781382.781499.39V21.284.7214.7255.1332.1433.3550.0312.94100.04-43.3100.04100.04-43.3柱底M-41.12-9.13-26.28-98.44-62.13-64.46-93.96-27.74-182.7973.15-182.79-182.7973.15N1115.3216.2-9.98-44.851641.041717.531598.21623.351409.781526.391409.781409.781526.39V21.284.7214.7255.1332.1433.3550.0312.94100.04-43.3100.04100.04-43.31柱頂M-20.35-4.53-40.95-108.77-30.76-31.91-81.7221.47-168.54114.26-168.54-168.54114.26N1382283.2-16.39-63.792054.882143.241994.582035.881745.391911.251745.391745.391911.25V5.871.3117.554.98.889.2130.74-13.3679.2-63.5479.279.2-63.54柱底M-10.18-2.27-50.05-176.71-15.39-15.97-78.1447.99-243.3216.15-243.3-243.3216.15N1414.5283.2-16.39-63.792093.882187.112033.582074.881784.391950.251784.391784.391950.25V5.871.3117.554.98.889.2130.74-13.3679.2-63.5479.279.2-63.54表5-10C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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震5柱頂M42.174.14-7.28-45.5856.460.9946.6564.99-6.17112.34112.34112.34-6.17N22715.50.664.12294.1321.64292.76291.1287.06276.34276.34276.34287.06V-21.52-2.963.2620.42-29.97-31.95-25.45-33.66-1.05-54.15-54.15-54.15-1.05柱底M35.296.50-4.46-27.9351.4554.0144.9256.169.9482.5682.5682.569.94N249.515.50.664.12321.1352.02319.76318.1314.06303.34303.34303.34314.06V-21.52-2.963.2620.42-29.97-31.95-25.45-33.66-1.05-54.15-54.15-54.15-1.054柱頂M34.458.16-15.10-70.4752.7654.532.670.65-45.38137.85137.85137.85-45.38N515.582.42.4713.37733.96776.68725.54719.31685.42650.66650.66650.66685.42V-19.2-4.417.3635.59-29.21-30.24-19.32-37.8720.58-71.95-71.95-71.9520.58柱底M34.687.7-11.39-57.6652.454.3636.9765.67-28.72121.19121.19121.19-28.72N53882.42.4713.37760.96807.05752.54746.31712.42677.66677.66677.66712.42V-19.2-4.417.3635.59-29.21-30.24-19.32-37.8720.58-71.95-71.95-71.9520.583柱頂M34.687.7-20.82-88.0252.454.3625.0877.55-68.19160.66160.66160.66-68.19N804.2149.35.527.131174.061231.981160.091146.231089.891019.351019.351019.351089.89V-19.18-4.2611.1247.02-28.98-30.07-14.37-42.3935.55-86.7-86.7-86.735.55柱底M34.387.63-19.22-81.2551.9453.8926.6575.09-59.79151.46151.46151.46-59.79N826.7149.35.527.131201.061262.361187.091173.231116.891046.351046.351046.351116.89V-19.18-4.2611.1247.02-28.98-30.07-14.37-42.3935.55-86.7-86.7-86.735.552柱頂M35.477.87-26.71-100.0353.5855.618.8386.13-82.75177.33177.33177.33-82.75N1092.8216.29.9844.851614.041687.161596.351571.21499.391382.781382.781382.781499.39V-21.28-4.7214.7255.13-32.14-33.35-12.94-50.0343.3-100.04-100.04-100.0443.3柱底M41.129.13-26.28-98.4462.1364.4627.7493.96-73.15182.79182.79182.79-73.15N1115.3216.29.9844.851641.041717.531623.351598.21526.391409.781409.781409.781526.39V-21.28-4.7214.7255.13-32.14-33.35-12.94-50.0343.3-100.04-100.04-100.0443.31柱頂M20.354.53-40.95-108.7730.7631.91-21.4781.72-114.26168.54168.54168.54-114.26N1382283.216.3963.792054.882143.242035.881994.581911.251745.391745.391745.391911.25V-5.87-1.3117.554.9-8.88-9.2113.36-30.7463.54-79.2-79.2-79.263.54柱底M10.182.27-50.05-176.7115.3915.97-47.9978.14-216.15243.3243.3243.3-216.15N1414.5283.216.3963.792093.882187.112074.882033.581950.251784.391784.391784.391950.25V-5.87-1.3117.554.9-8.88-9.2113.36-30.7463.54-79.2-79.2-79.263.54表5-11D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④1.2×①+1.4×②1.35×①+0.7×1.4×②1.2×①+0.9×1.4×(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)左震右震5柱頂M-51.29-4.95-5.50-34.35-68.48-74.09-74.72-60.86-109.17-19.86-109.17-19.86-109.17N193.210.91.489.27247.1271.5247.44243.71250.43226.33250.43226.33250.43V25.893.532.3514.6836.0138.4138.4832.5552.2714.152.2714.152.27柱底M-41.91-7.75-2.96-18.5-61.14-64.17-63.79-56.33-78.99-30.89-78.99-30.89-78.99N215.710.91.489.27274.1301.88274.44270.71277.43253.33277.43253.33277.43V25.893.532.3514.6836.0138.4138.4832.5552.2714.152.2714.152.274柱頂M-38.57-10.01-11.43-53