某小區(qū)建筑結(jié)構(gòu)的內(nèi)力組合案例本章內(nèi)力單位：彎矩——kN.m，剪力與軸力——kN，本章內(nèi)力方向：軸力——受壓為正，受拉為負(fù)，梁彎矩——上部受拉為負(fù)，下部受拉為正，其他內(nèi)力——順時(shí)針為正，負(fù)時(shí)針為負(fù)。內(nèi)力組合公式如下所示（1）1.31.5（2）1.31.5（3）1.31.5（4）1.1豎向荷載彎矩調(diào)整1）恒載、活載彎矩調(diào)幅EQMl0,Mr0：調(diào)幅前梁左梁右彎矩，β為調(diào)幅系數(shù)EQM中：彎矩調(diào)幅前梁跨中彎矩標(biāo)準(zhǔn)值EQM：彎矩調(diào)幅后梁跨中彎矩標(biāo)準(zhǔn)值，調(diào)幅后的跨中彎矩取調(diào)幅后的跨中彎矩和M0/2之間的最大值。其中M0為梁兩端按簡(jiǎn)支計(jì)算的跨之彎矩。表5-1-1恒載作用下的梁端彎矩調(diào)幅層次梁跨β梁左跨中梁右調(diào)整前調(diào)整后M0/2調(diào)整前調(diào)整后調(diào)整前調(diào)整后7AB跨0.8-22.76-18.2123.65521.4926.65-28.88-23.1BC跨0.8-13.85-11.081.635-10.581.635-13.85-11.08CD跨0.8-28.88-23.123.65521.4926.65-22.76-18.216AB跨0.8-32.31-25.8527.0820.8627.52-34.30-27.44BC跨0.8-10.44-8.352.575-5.292.575-10.44-8.35CD跨0.8-34.30-27.4427.0820.8627.52-32.31-25.855AB跨0.8-31.69-25.3527.0821.2127.8-34.21-27.37BC跨0.8-10.66-8.532.575-5.512.575-10.66-8.53CD跨0.8-34.21-27.3727.0821.2127.8-31.69-25.354AB跨0.8-31.69-25.3527.0821.2127.8-34.21-27.37BC跨0.8-10.66-8.532.575-5.512.575-10.66-8.53CD跨0.8-34.21-27.3727.0821.2127.8-31.69-25.353AB跨0.8-31.69-25.3527.0821.2127.8-34.21-27.37BC跨0.8-10.66-8.532.575-5.512.575-10.66-8.53CD跨0.8-34.21-27.3727.0821.2127.8-31.69-25.352AB跨0.8-31.86-25.4927.0821.1127.72-34.25-27.4BC跨0.8-10.57-8.462.575-5.422.575-10.57-8.46CD跨0.8-34.25-27.427.0821.1127.72-31.86-25.491AB跨0.8-29.44-23.5527.0822.6228.93-33.64-26.91BC跨0.8-12.97-10.382.575-7.822.575-12.97-10.38CD跨0.8-33.64-26.9127.0822.6228.93-29.44-23.55表5-1-2活載作用下的梁端彎矩調(diào)幅層次梁跨β梁左跨中梁右調(diào)整前調(diào)整后M0/2調(diào)整前調(diào)整后調(diào)整前調(diào)整后7AB跨0.8-7.92-6.348.4257.829.63-10.15-8.12BC跨0.8-4.89-3.910.485-3.920.485-4.89-3.91CD跨0.8-10.15-8.128.4257.829.63-7.92-6.346AB跨0.8-9.94-7.958.4256.688.72-10.41-8.33BC跨0.8-2.88-2.30.61-1.660.61-2.88-2.3CD跨0.8-10.41-8.338.4256.688.72-9.94-7.955AB跨0.8-9.64-7.718.4256.868.86-10.35-8.28BC跨0.8-3.02-2.420.61-1.800.61-3.02-2.42CD跨0.8-10.35-8.288.4256.868.86-9.64-7.714AB跨0.8-9.64-7.718.4256.868.86-10.35-8.28BC跨0.8-3.02-2.420.61-1.800.61-3.02-2.42CD跨0.8-10.35-8.288.4256.868.86-9.64-7.713AB跨0.8-9.64-7.718.4256.868.86-10.35-8.28BC跨0.8-3.02-2.420.61-1.800.61-3.02-2.42CD跨0.8-10.35-8.288.4256.868.86-9.64-7.712AB跨0.8-9.69-7.758.4256.838.84-10.36-8.29BC跨0.8-3.00-2.40.61-1.780.61-3.00-2.4CD跨0.8-10.36-8.298.4256.838.84-9.69-7.751AB跨0.8-8.96-7.178.4257.299.2-10.17-8.14BC跨0.8-3.74-2.990.61-2.520.61-3.74-2.99CD跨0.8-10.17-8.148.4257.299.2-8.96-7.171.2梁內(nèi)力組合表5-2-17層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-18.21-6.342.114.09-33.18-31.29-35.07-27.18-33.48-7.34-43.97-43.97V30.310.34-0.65-4.3554.954.3255.4949.2751.2236.9148.2255.49跨中M26.659.630.543.6649.0949.5848.645.5743.9542.523349.58V-1.28-0.46-0.65-4.35-2.35-2.94-1.77-3.12-1.17-7.473.84-7.47梁右M-23.1-8.12-1.02-6.77-42.21-43.13-41.29-40.09-37.03-41.39-23.79-43.13V-32.85-11.26-0.65-4.35-59.6-60.18-59.01-55.5-53.55-51.83-40.52-60.18BC梁左M-11.08-3.912.7218.05-20.27-17.82-22.72-14.43-22.597.82-39.11-39.11V5.951.62-3.02-20.0610.177.4512.884.9113.97-17.9734.1934.19跨中M1.6350.485002.852.852.852.632.632.252.252.85V00-3.02-20.060-2.722.72-4.534.53-26.0826.08-26.08梁右M-11.08-3.91-2.72-18.05-20.27-22.72-17.82-22.59-14.43-39.117.82-39.11V-5.95-1.62-3.02-20.06-10.17-12.88-7.45-13.97-4.91-34.1917.97-34.19CD梁左M-23.1-8.121.026.77-42.21-41.29-43.13-37.03-40.09-23.79-41.39-43.13V32.8511.26-0.65-4.3559.659.0160.1853.5555.540.5251.8360.18跨中M26.659.63-0.54-3.6649.0948.649.5843.9545.573342.5249.58V1.280.46-0.65-4.352.351.772.941.173.12-3.847.477.47梁右M-18.21-6.34-2.1-14.09-33.18-35.07-31.29-33.48-27.18-43.97-7.34-43.97V-30.3-10.34-0.65-4.35-54.9-55.49-54.32-51.22-49.27-48.22-36.91-55.49表5-2-26層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-25.85-7.954.3826.07-45.53-41.59-49.47-35.38-48.52-1.9-69.68-69.68V3910.7-1.45-8.8666.7565.4568.0659.7664.1141.764.7468.06跨中M27.528.720.894.8148.8649.6648.0646.2743.644.513249.66V-0.41-0.1-1.45-8.86-0.68-1.990.62-2.811.54-12.0710.97-12.07梁右M-27.44-8.33-2.6-16.46-48.17-50.51-45.83-48.32-40.52-59.32-16.53-59.32V-39.82-10.9-1.45-8.86-68.12-69.42-66.81-65.39-61.04-65.84-42.81-69.42BC梁左M-8.35-2.36.9543.9-14.31-8.05-20.56-2.85-23.745.67-68.47-68.47V10.492.03-7.72-48.7816.689.7323.634.1927.35-49.6177.2277.22跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-7.72-48.780-6.956.95-11.5811.58-63.4163.41-63.41梁右M-8.35-2.3-6.95-43.9-14.31-20.56-8.05-23.7-2.85-68.4745.67-68.47V-10.49-2.03-7.72-48.78-16.68-23.63-9.73-27.35-4.19-77.2249.61-77.22CD梁左M-27.44-8.332.616.46-48.17-45.83-50.51-40.52-48.32-16.53-59.32-59.32V39.8210.9-1.45-8.8668.1266.8169.4261.0465.3942.8165.8469.42跨中M27.528.72-0.89-4.8148.8648.0649.6643.646.273244.5149.66V0.410.1-1.45-8.860.68-0.621.99-1.542.81-10.9712.0712.07梁右M-25.85-7.95-4.38-26.07-45.53-49.47-41.59-48.52-35.38-69.68-1.9-69.68V-39-10.7-1.45-8.86-66.75-68.06-65.45-64.11-59.76-64.74-41.7-68.06表5-2-35層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-25.35-7.716.8637.88-44.52-38.35-50.69-30.76-51.3414.2-84.29-84.29V38.8910.65-2.31-12.7166.5364.4568.6158.2765.236.5469.5869.58跨中M27.88.861.327.3849.4350.6248.2447.4243.4648.2729.0850.62V-0.52-0.15-2.31-12.71-0.9-2.981.18-4.32.63-17.2415.81-17.24梁右M-27.37-8.28-4.22-23.12-48-51.8-44.2-50.61-37.95-67.87-7.76-67.87V-39.94-10.95-2.31-12.71-68.35-70.43-66.27-66.88-59.95-71.02-37.98-71.02BC梁左M-8.53-2.4211.2461.68-14.72-4.6-24.843.23-30.4968.5-91.87-91.87V10.492.03-12.49-68.5316.685.4427.92-2.9734.5-75.28102.9102.9跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-12.49-68.530-11.2411.24-18.7418.74-89.0989.09-89.09梁右M-8.53-2.42-11.24-61.68-14.72-24.84-4.6-30.493.23-91.8768.5-91.87V-10.49-2.03-12.49-68.53-16.68-27.92-5.44-34.52.97-102.975.28-102.9CD梁左M-27.37-8.284.2223.12-48-44.2-51.8-37.95-50.61-7.76-67.87-67.87V39.9410.95-2.31-12.7168.3566.2770.4359.9566.8837.9871.0271.02跨中M27.88.86-1.32-7.3849.4348.2450.6243.4647.4229.0848.2750.62V0.520.15-2.31-12.710.9-1.182.98-2.634.3-15.8117.2417.24梁右M-25.35-7.71-6.86-37.88-44.52-50.69-38.35-51.34-30.76-84.2914.2-84.29V-38.89-10.65-2.31-12.71-66.53-68.61-64.45-65.2-58.27-69.58-36.54-69.58表5-2-44層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-25.35-7.719.1249.56-44.52-36.31-52.73-27.37-54.7329.38-99.47-99.47V38.8910.65-3.06-16.5866.5363.7869.2957.1566.3331.574.6174.61跨中M27.88.861.789.7649.4351.0347.8348.1142.7751.3625.9951.36V-0.52-0.15-3.06-16.58-0.9-3.661.85-5.423.76-22.2720.84-22.27梁右M-27.37-8.28-5.57-30.04-48-53.01-42.99-52.63-35.92-76.861.24-76.86V-39.94-10.95-3.06-16.58-68.35-71.1-65.59-68.01-58.83-76.05-32.94-76.05BC梁左M-8.53-2.4214.8780.11-14.72-1.34-28.18.68-35.9492.46-115.83-115.83V10.492.03-16.52-89.0116.681.8131.55-9.0140.55-101.91129.52129.52跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-16.52-89.010-14.8714.87-24.7824.78-115.71115.71-115.71梁右M-8.53-2.42-14.87-80.11-14.72-28.1-1.34-35.948.68-115.8392.46-115.83V-10.49-2.03-16.52-89.01-16.68-31.55-1.81-40.559.01-129.52101.91-129.52CD梁左M-27.37-8.285.5730.04-48-42.99-53.01-35.92-52.631.24-76.86-76.86V39.9410.95-3.06-16.5868.3565.5971.158.8368.0132.9476.0576.05跨中M27.88.86-1.78-9.7649.4347.8351.0342.7748.1125.9951.3651.36V0.520.15-3.06-16.580.9-1.853.66-3.765.42-20.8422.2722.27梁右M-25.35-7.71-9.12-49.56-44.52-52.73-36.31-54.73-27.37-99.4729.38-99.47V-38.89-10.65-3.06-16.58-66.53-69.29-63.78-66.33-57.15-74.61-31.5-74.61表5-2-53層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-25.35-7.7111.8654.46-44.52-33.85-55.19-23.26-58.8435.75-105.84-105.84V38.8910.65-3.97-18.6366.5362.9670.1155.7867.6928.8477.2877.28跨中M27.88.862.349.7649.4351.5447.3248.9541.9351.3625.9951.54V-0.52-0.15-3.97-18.63-0.9-4.472.67-6.795.12-24.9323.51-24.93梁右M-27.37-8.28-7.19-34.95-48-54.47-41.53-55.06-33.49-83.257.62-83.25V-39.94-10.95-3.97-18.63-68.35-71.92-64.77-69.37-57.46-78.72-30.28-78.72BC梁左M-8.53-2.4219.1693.22-14.722.53-31.9615.11-42.37109.5-132.87-132.87V10.492.03-21.29-103.5816.68-2.4835.84-16.1747.7-120.85148.46148.46跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-21.29-103.580-19.1619.16-31.9431.94-134.65134.65-134.65梁右M-8.53-2.42-19.16-93.22-14.72-31.962.53-42.3715.11-132.87109.5-132.87V-10.49-2.03-21.29-103.58-16.68-35.842.48-47.716.17-148.46120.85-148.46CD梁左M-27.37-8.287.1934.95-48-41.53-54.47-33.49-55.067.62-83.25-83.25V39.9410.95-3.97-18.6368.3564.7771.9257.4669.3730.2878.7278.72跨中M27.88.86-2.34-9.7649.4347.3251.5441.9348.9525.9951.3651.54V0.520.15-3.97-18.630.9-2.674.47-5.126.79-23.5124.9324.93梁右M-25.35-7.71-11.86-54.46-44.52-55.19-33.85-58.84-23.26-105.8435.75-105.84V-38.89-10.65-3.97-18.63-66.53-70.11-62.96-67.69-55.78-77.28-28.84-77.28表5-2-62層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-25.49-7.7513.8662.75-44.76-32.29-57.24-20.48-62.0646.34-116.81-116.81V38.9110.66-4.68-21.1166.5762.3670.7954.7668.825.6580.5380.53跨中M27.728.842.6412.0949.351.6746.9249.2841.3654.2922.8554.29V-0.5-0.14-4.68-21.11-0.86-5.073.35-7.826.22-28.1326.76-28.13梁右M-27.4-8.29-8.58-38.58-48.06-55.78-40.33-57.19-31.45-88.0112.3-88.01V-39.91-10.94-4.68-21.11-68.29-72.51-64.08-70.39-56.35-81.9-27.01-81.9BC梁左M-8.46-2.422.87102.91-14.65.99-35.1820.79-47.82122.19-145.38-145.38V10.492.03-25.41-114.3416.68-6.1939.55-22.3553.88-134.84162.45162.45跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-25.41-114.340-22.8722.87-38.1238.12-148.64148.64-148.64梁右M-8.46-2.4-22.87-102.91-14.6-35.185.99-47.8220.79-145.38122.19-145.38V-10.49-2.03-25.41-114.34-16.68-39.556.19-53.8822.35-162.45134.84-162.45CD梁左M-27.4-8.298.5838.58-48.06-40.33-55.78-31.45-57.1912.3-88.01-88.01V39.9110.94-4.68-21.1168.2964.0872.5156.3570.3927.0181.981.9跨中M27.728.84-2.64-12.0949.346.9251.6741.3649.2822.8554.2954.29V0.50.14-4.68-21.110.86-3.355.07-6.227.82-26.7628.1328.13梁右M-25.49-7.75-13.86-62.75-44.76-57.24-32.29-62.06-20.48-116.8146.34-116.81V-38.91-10.66-4.68-21.11-66.57-70.79-62.36-68.8-54.76-80.53-25.65-80.53表5-2-71層框架梁內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)設(shè)計(jì)值風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←AB梁左M-23.55-7.1717.7970.22-41.37-25.36-57.38-11.46-64.8358.72-123.85-123.85V38.5410.55-5.84-23.2865.9360.6771.1852.4269.9422.3182.8482.84跨中M28.939.23.7814.3551.4154.8148.0152.9441.658.8921.5858.89V-0.88-0.25-5.84-23.28-1.52-6.783.74-10.177.35-31.4729.06-31.47梁右M-26.91-8.14-10.24-41.52-47.19-56.41-37.98-58.89-28.17-91.1516.8-91.15V-40.29-11.05-5.84-23.28-68.95-74.21-63.7-72.74-55.22-85.24-24.71-85.24BC梁左M-10.38-2.9927.33110.76-17.986.62-42.5824.36-57.63129.74-158.24-158.24V10.492.03-30.37-123.0716.68-10.6544.02-29.7961.32-146.19173.8173.8跨中M2.5750.61004.264.264.263.993.993.463.464.26V00-30.37-123.070-27.3327.33-45.5645.56-159.99159.99-159.99梁右M-10.38-2.99-27.33-110.76-17.98-42.586.62-57.6324.36-158.24129.74-158.24V-10.49-2.03-30.37-123.07-16.68-44.0210.65-61.3229.79-173.8146.19-173.8CD梁左M-26.91-8.1410.2441.52-47.19-37.98-56.41-28.17-58.8916.8-91.15-91.15V40.2911.05-5.84-23.2868.9563.774.2155.2272.7424.7185.2485.24跨中M28.939.2-3.78-14.3551.4148.0154.8141.652.9421.5858.8958.89V0.880.25-5.84-23.281.52-3.746.78-7.3510.17-29.0631.4731.47梁右M-23.55-7.17-17.79-70.22-41.37-57.38-25.36-64.83-11.46-123.8558.72-123.85V-38.54-10.55-5.84-23.28-65.93-71.18-60.67-69.94-52.42-82.84-22.31-82.845.3柱內(nèi)力組合表5-3-1A軸柱內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←7柱頂M22.767.92-2.1-14.0941.4739.5843.3634.7541.0513.7550.3850.3813.7550.38N65.216.8-0.65-4.35109.96109.38110.55101.43103.3882.6793.9893.9882.6793.98V-13.4-4.50.956.71-24.17-23.32-25.03-20.72-23.57-10.06-27.5-27.5-10.06-27.5柱底M17.455.59-0.75-6.0431.0730.431.7527.4329.6816.4432.1532.1516.4432.15N77.216.8-0.65-4.35125.56124.98126.15117.03118.9897.07108.38108.3897.07108.38V-13.4-4.50.956.71-24.17-23.32-25.03-20.72-23.57-10.06-27.5-27.5-10.06-27.56柱頂M14.864.34-3.63-20.0325.8322.5629.118.4329.32-5.646.4846.48-5.646.48N151.134-2.1-13.21247.43245.54249.32228.98235.28184.55218.89218.89184.55218.89V-10.24-3.051.8611.13-17.89-16.21-19.56-13.72-19.30.35-28.59-28.590.35-28.59柱底M15.854.82-1.95-13.3627.8426.0829.5922.7428.594.5439.2839.284.5439.28N163.134-2.1-13.21263.03261.14264.92244.58250.88198.95233.29233.29198.95233.29V-10.24-3.051.8611.13-17.89-16.21-19.56-13.72-19.30.35-28.59-28.590.35-28.595柱頂M15.854.82-4.91-24.5227.8423.4232.2518.333.03-9.9653.7953.79-9.9653.79N236.951.1-4.41-25.92384.62380.65388.59355.01368.24281.24348.64348.64281.24348.64V-10.57-3.212.7314.86-18.56-16.1-21.01-13.02-21.214.71-33.93-33.934.71-33.93柱底M15.854.82-3.28-20.0627.8424.8830.7920.7530.59-4.1747.9947.99-4.1747.99N248.951.1-4.41-25.92400.22396.25404.19370.61383.84295.64363.04363.04295.64363.04V-10.57-3.212.7314.86-18.56-16.1-21.01-13.02-21.214.71-33.93-33.934.71-33.934柱頂M15.854.82-5.84-29.527.8422.5833.0916.9134.43-16.4460.2660.26-16.4460.26N322.768.2-7.47-42.5521.81515.09528.53479.92502.33372.91483.41483.41372.91483.41V-10.57-3.213.5417.88-18.56-15.37-21.74-11.8-22.428.63-37.85-37.858.63-37.85柱底M15.854.82-4.78-24.1427.8423.5332.1418.532.84-9.4753.2953.29-9.4753.29N334.768.2-7.47-42.5537.41530.69544.13495.52517.93387.31497.81497.81387.31497.81V-10.57-3.213.5417.88-18.56-15.37-21.74-11.8-22.428.63-37.85-37.858.63-37.853柱頂M15.854.82-7.08-30.3227.8421.4634.2115.0536.29-17.561.3361.33-17.561.33N408.585.3-11.44-61.13659648.7669.3603.46637.78461.91620.85620.85461.91620.85V-10.48-3.194.2920.21-18.41-14.55-22.27-10.54-23.4111.78-40.76-40.7611.78-40.76柱底M15.584.74-5.79-30.3227.3622.1532.5816.5533.92-17.8860.9660.96-17.8860.96N420.585.3-11.44-61.13674.6664.3684.9619.06653.38476.31635.25635.25476.31635.25V-10.48-3.194.2920.21-18.41-14.55-22.27-10.54-23.4111.78-40.76-40.7611.78-40.762柱頂M16.284.95-8.07-32.4328.5921.3335.8514.2638.47-19.6564.6764.67-19.6564.67N494.3102.4-16.12-82.24796.19781.68810.7725.93774.29547.69761.51761.51547.69761.51V-11.99-3.655.0521.84-21.06-16.52-25.61-11.84-26.9911.81-44.97-44.9711.81-44.97柱底M19.685.99-7.08-33.0934.5728.240.9421.2542.49-15.8170.2370.23-15.8170.23N506.3102.4-16.12-82.24811.79797.28826.3741.53789.89562.09775.91775.91562.09775.91V-11.99-3.655.0521.84-21.06-16.52-25.61-11.84-26.9911.81-44.97-44.9711.81-44.971柱頂M9.762.97-10.71-37.1317.147.526.78-0.2631.87-34.7861.7661.76-34.7861.76N579.7119.4-21.96-105.52932.71912.95952.47846.04911.92630.1904.46904.46630.1904.46V-3.66-1.127.6529.28-6.440.45-13.325.54-17.4133-43.13-43.1333-43.13柱底M4.881.49-19.89-79.998.58-9.3226.48-21.9337.74-97.24110.74110.74-97.24110.74N595.7119.4-21.96-105.52953.51933.75973.27866.84932.72649.3923.66923.66649.3923.66V-3.66-1.127.6529.28-6.440.45-13.325.54-17.4133-43.13-43.1333-43.13表5-3-2B軸柱內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←7柱頂M-15.03-5.25-3.74-24.82-27.41-30.78-24.05-30.66-19.44-53.4511.08-53.45-53.4511.08N72.624.2-2.37-15.71130.68128.55132.81116.24123.3581.22122.0681.2281.22122.06V9.083.072.1315.0416.4118.3314.4918.2211.8332.29-6.8132.2932.29-6.81柱底M-12.22-3.95-2.65-20.3-21.81-24.2-19.43-24.01-16.06-43.429.36-43.42-43.429.36N84.624.2-2.37-15.71146.28144.15148.41131.84138.9595.62136.4695.6295.62136.46V9.083.072.1315.0416.4118.3314.4918.2211.8332.29-6.8132.2932.29-6.816柱頂M-11.65-3.58-6.9-40.06-20.52-26.73-14.31-29.25-8.55-68.2135.95-68.21-68.2135.95N177.149.7-8.64-55.63304.78297312.56269.46295.38170.02314.66170.02170.02314.66V7.812.424.1824.9613.7817.5510.0218.966.4243.27-21.6243.2743.27-21.62柱底M-11.78-3.67-5.64-34.82-20.82-25.9-15.74-27.63-10.71-61.628.93-61.6-61.628.93N189.149.7-8.64-55.63320.38312.6328.16285.06310.98184.42329.06184.42184.42329.06V7.812.424.1824.9613.7817.5510.0218.966.4243.27-21.6243.2743.27-21.625柱頂M-11.78-3.67-9.82-49.98-20.82-29.66-11.98-33.9-4.44-81.3148.64-81.31-81.3148.64N281.775.2-18.82-111.45479.01462.07495.95416.94473.4238.28528.05238.28238.28528.05V7.852.456.1233.3213.8819.398.3721.963.654.21-32.4354.2154.21-32.43柱底M-11.78-3.67-8.54-49.98-20.82-28.51-13.13-31.98-6.36-81.3148.64-81.31-81.3148.64N293.775.2-18.82-111.45494.61477.67511.55432.54489252.68542.45252.68252.68542.45V7.852.456.1233.3213.8819.398.3721.963.654.21-32.4354.2154.21-32.434柱頂M-11.78-3.67-11.9-60.17-20.82-31.53-10.11-37.02-1.32-94.5661.88-94.56-94.5661.88N386.3100.7-32.28-183.88653.24624.19682.29559.51656.35284.94763.02284.94284.94763.02V7.852.457.9340.1113.8821.026.7424.670.8863.03-41.2563.0363.03-41.25柱底M-11.78-3.67-11.9-60.17-20.82-31.53-10.11-37.02-1.32-94.5661.88-94.56-94.5661.88N398.3100.7-32.28-183.88668.84639.79697.89575.11671.95299.34777.42299.34299.34777.42V7.852.457.9340.1113.8821.026.7424.670.8863.03-41.2563.0363.03-41.253柱頂M-11.78-3.67-14.45-68-20.82-33.82-7.81-40.842.51-104.7472.06-104.74-104.7472.06N490.9126.2-49.6-268.83827.47782.83872.11696.28845.08315.321014.28315.32315.321014.28V7.842.449.6345.3313.8522.525.1927.2-1.6969.8-48.0669.869.8-48.06柱底M-11.73-3.65-14.45-68-20.72-33.73-7.72-40.762.59-104.6772.13-104.67-104.6772.13N502.9126.2-49.6-268.83843.07798.43887.71711.88860.68329.721028.68329.72329.721028.68V7.842.449.6345.3313.8522.525.1927.2-1.6969.8-48.0669.869.8-48.062柱頂M-11.95-3.72-17-73.49-21.12-36.42-5.82-44.946.06-112.1178.97-112.11-112.1178.97N595.5151.7-70.33-362.061001.7938.41065827.941038.93334.941276.3334.94334.941276.3V8.442.6311.3348.9914.9225.114.7230.73-3.2675.39-51.9875.3975.39-51.98柱底M-13.38-4.16-17-73.49-23.63-38.93-8.33-47.263.74-114.0976.99-114.09-114.0976.99N607.5151.7-70.33-362.061017.39541080.6843.541054.53349.341290.7349.34349.341290.7V8.442.6311.3348.9914.9225.114.7230.73-3.2675.39-51.9875.3975.39-51.981柱頂M-7.29-2.27-20.57-78.79-12.88-31.45.63-42.7218.99-112.5492.32-112.54-112.5492.32N700.5177.3-94.86-461.851176.61091.231261.97954.531239.11346.581547.39346.58346.581547.39V2.740.8511.4343.774.8415.12-5.4521.6-12.6960.7-53.160.760.7-53.1柱底M-3.65-1.14-25.15-96.29-6.46-29.0916.18-43.6731.78-130.24120.11-130.24-130.24120.11N716.5177.3-94.86-461.851197.41112.031282.77975.331259.91365.781566.59365.78365.781566.59V2.740.8511.4343.774.8415.12-5.4521.6-12.6960.7-53.160.760.7-53.1表5-3-3C軸柱內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←7柱頂M15.035.25-3.74-24.8227.4124.0530.7819.4430.66-11.0853.4553.4553.45-11.08N72.624.22.3715.71130.68132.81128.55123.35116.24122.0681.2281.2281.22122.06V-9.08-3.072.1315.04-16.41-14.49-18.33-11.83-18.226.81-32.29-32.29-32.296.81柱底M12.223.95-2.65-20.321.8119.4324.216.0624.01-9.3643.4243.4243.42-9.36N84.624.22.3715.71146.28148.41144.15138.95131.84136.4695.6295.6295.62136.46V-9.08-3.072.1315.04-16.41-14.49-18.33-11.83-18.226.81-32.29-32.29-32.296.816柱頂M11.653.58-6.9-40.0620.5214.3126.738.5529.25-35.9568.2168.2168.21-35.95N18049.78.6455.63308.55316.33300.77299.15273.23318.14173.5173.5173.5318.14V-7.81-2.424.1824.96-13.78-10.02-17.55-6.42-18.9621.62-43.27-43.27-43.2721.62柱底M11.783.67-5.64-34.8220.8215.7425.910.7127.63-28.9361.661.661.6-28.93N19249.78.6455.63324.15331.93316.37314.75288.83332.54187.9187.9187.9332.54V-7.81-2.424.1824.96-13.78-10.02-17.55-6.42-18.9621.62-43.27-43.27-43.2721.625柱頂M11.783.67-9.82-49.9820.8211.9829.664.4433.9-48.6481.3181.3181.31-48.64N287.575.218.82111.45486.55503.49469.61480.94424.48535.01245.24245.24245.24535.01V-7.85-2.456.1233.32-13.88-8.37-19.39-3.6-21.9632.43-54.21-54.21-54.2132.43柱底M11.783.67-8.54-49.9820.8213.1328.516.3631.98-48.6481.3181.3181.31-48.64N299.575.218.82111.45502.15519.09485.21496.54440.08549.41259.64259.64259.64549.41V-7.85-2.456.1233.32-13.88-8.37-19.39-3.6-21.9632.43-54.21-54.21-54.2132.434柱頂M11.783.67-11.9-60.1720.8210.1131.531.3237.02-61.8894.5694.5694.56-61.88N395100.732.28183.88664.55693.6635.5667.66570.82773.46295.38295.38295.38773.46V-7.85-2.457.9340.11-13.88-6.74-21.02-0.88-24.6741.25-63.03-63.03-63.0341.25柱底M11.783.67-11.9-60.1720.8210.1131.531.3237.02-61.8894.5694.5694.56-61.88N407100.732.28183.88680.15709.2651.1683.26586.42787.86309.78309.78309.78787.86V-7.85-2.457.9340.11-13.88-6.74-21.02-0.88-24.6741.25-63.03-63.03-63.0341.253柱頂M11.783.67-14.45-6820.827.8133.82-2.5140.84-72.06104.74104.74104.74-72.06N502.5126.249.6268.83842.55887.19797.91860.16711.361028.2329.24329.24329.241028.2V-7.84-2.449.6345.33-13.85-5.19-22.521.69-27.248.06-69.8-69.8-69.848.06柱底M11.733.65-14.45-6820.727.7233.73-2.5940.76-72.13104.67104.67104.67-72.13N514.5126.249.6268.83858.15902.79813.51875.76726.961042.6343.64343.64343.641042.6V-7.84-2.449.6345.33-13.85-5.19-22.521.69-27.248.06-69.8-69.8-69.848.062柱頂M11.953.72-17-73.4921.125.8236.42-6.0644.94-78.97112.11112.11112.11-78.97N610151.770.33362.061020.551083.85957.251057.78846.791293.7352.34352.34352.341293.7V-8.44-2.6311.3348.99-14.92-4.72-25.113.26-30.7351.98-75.39-75.39-75.3951.98柱底M13.384.16-17-73.4923.638.3338.93-3.7447.26-76.99114.09114.09114.09-76.99N622151.770.33362.061036.151099.45972.851073.38862.391308.1366.74366.74366.741308.1V-8.44-2.6311.3348.99-14.92-4.72-25.113.26-30.7351.98-75.39-75.39-75.3951.981柱頂M7.292.27-20.57-78.7912.88-5.6331.4-18.9942.72-92.32112.54112.54112.54-92.32N717.8177.394.86461.851199.091284.461113.721261.6977.021568.15367.34367.34367.341568.15V-2.74-0.8511.4343.77-4.845.45-15.1212.69-21.653.1-60.7-60.7-60.753.1柱底M3.651.14-25.15-96.296.46-16.1829.09-31.7843.67-120.11130.24130.24130.24-120.11N733.8177.394.86461.851219.891305.261134.521282.4997.821587.35386.54386.54386.541587.35V-2.74-0.8511.4343.77-4.845.45-15.1212.69-21.653.1-60.7-60.7-60.753.1表5-3-4D軸柱內(nèi)力組合梁跨截面內(nèi)力①恒載②活載③風(fēng)載④地震1.3①+1.5②1.3①+1.5(②±0.6③)1.3①+1.5(0.7②±③)1.2(①+0.5②)±1.3④)|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M風(fēng)→風(fēng)←風(fēng)→風(fēng)←震→震←7柱頂M-22.76-7.92-2.1-14.09-41.47-43.36-39.58-41.05-34.75-50.38-13.75-50.38-13.75-50.38N65.216.80.654.35109.96110.55109.38103.38101.4393.9882.6793.9882.6793.98V13.44.50.956.7124.1725.0323.3223.5720.7227.510.0627.510.0627.5柱底M-17.45-5.59-0.75-6.04-31.07-31.75-30.4-29.68-27.43-32.15-16.44-32.15-16.44-32.15N77.216.80.654.35125.56126.15124.98118.98117.03108.3897.07108.3897.07108.38V13.44.50.956.7124.1725.0323.3223.5720.7227.510.0627.510.0627.56柱頂M-14.86-4.34-3.63-20.03-25.83-29.1-22.56-29.32-18.43-46.485.6-46.485.6-46.48N151.1342.113.21247.43249.32245.54235.28228.98218.89184.55218.89184.55218.89V10.243.051.8611.1317.8919.5616.2119.313.7228.59-0.3528.59-0.3528.59柱底M-15.85-4.82-1.95-13.36-27.84-29.59-26.08-28.59-22.74-39.28-4.54-39.28-