某5層宿舍樓建筑結(jié)構(gòu)的內(nèi)力組合計算案例1.1內(nèi)力組合基本說明（1）在豎向荷載做用下，要考慮框架梁端的塑性變形產(chǎn)生的內(nèi)力重分布，要對梁端負彎矩乘以調(diào)幅系數(shù)進行調(diào)幅，并應(yīng)符合以下規(guī)定：=1\*GB3①現(xiàn)澆框架梁端負彎矩調(diào)幅系數(shù)β可取0.8-0.9，本次設(shè)計取0.9：（2）先對豎向荷載作用下框架梁的彎矩進行調(diào)幅，再與水平作用產(chǎn)生的框架梁彎矩進行組合。1.2內(nèi)力組合計算（1）框架梁彎矩調(diào)幅計算框架彎矩調(diào)幅計算表（表6-1）荷載種類桿件跨向彎矩荷載標準值（kN/m）調(diào)幅系數(shù)調(diào)幅后彎矩標準值（kN·m）Ml0Mr0M0βMlMrM恒載（永久荷載）頂層AB-27.73-32.418.940.9-24.96-29.1621.95BC-11.54-11.54-7.80.9-10.39-10.39-6.65五層AB-38.37-42.7815.640.9-34.53-38.5019.70BC-7.54-7.54-3.630.9-6.79-6.79-2.88四層AB-37.89-40.1515.790.9-34.10-36.1419.69BC-7.34-7.34-3.440.9-6.61-6.61-2.71三層AB-36.93-39.5212.190.9-33.24-35.5716.01BC-7.52-7.52-3.970.9-6.77-6.77-3.22二層AB-33.78-41.58200.9-30.40-37.4223.77BC-0.19-0.19-4.820.9-0.17-0.17-4.80活載頂層AB-9.09-11.8515.390.9-8.18-10.6716.44BC-3.54-3.54-2.840.9-3.19-3.19-2.49五層AB-13.77-14.3718.240.9-12.39-12.9319.65BC-2.92-2.92-1.690.9-2.63-2.63-1.40四層AB-13.88-14.4718.40.9-12.49-13.0219.82BC-2.97-2.97-1.740.9-2.67-2.67-1.44三層AB-13.59-14.2518.380.9-12.23-12.8319.77BC-3.48-3.48-1.790.9-3.13-3.13-1.44二層AB-12.81-1418.890.9-11.53-12.6020.23BC-2.38-2.38-2.190.9-2.14-2.14-1.95（2）橫向框架內(nèi)力組合（一般組合）計算橫向框架梁內(nèi)力組合（非地震作用組合）計算表（表6-2）桿件跨向截面內(nèi)力荷載種類內(nèi)力組合恒載滿跨活載風載1.2恒+1.4活+1.4*0.6風1.2恒+1.4*0.7活+1.4風1.35恒+1.4*0.7*活左風右風左風右風左風右風頂層橫梁AB跨梁左端M-24.96-8.180.24-0.24-41.20-41.61-37.63-38.30-41.71V31.258.67-0.060.0649.5949.6945.9146.0850.68跨中M21.9516.440.035-0.0449.3949.3342.5042.4045.74梁右端M-29.16-10.67-0.170.17-50.07-49.79-45.69-45.21-49.82V-31.41-9.45-0.060.06-50.97-50.87-47.04-46.87-51.66BC跨梁左端M-10.39-3.190.16-0.16-16.80-17.07-15.37-15.82-17.15V8.432.81-0.110.1113.9614.1412.7213.0214.13跨中M-6.65-2.4900.00-11.47-11.47-10.42-10.42-11.42梁右端M-10.39-3.19-0.160.16-17.07-16.80-15.82-15.37-17.15V-8.43-2.81-0.110.11-14.14-13.96-13.02-12.72-14.13五層橫梁AB跨梁左端M-34.53-12.391-1.00-57.94-59.62-52.18-54.98-58.76V33.9210.95-0.130.1355.9256.1451.2551.6256.52跨中M19.719.650.325-0.3351.4250.8843.3542.4445.85梁右端M-38.5-12.93-0.350.35-64.60-64.01-59.36-58.38-64.65V-34.08-11.71-0.130.13-57.40-57.18-52.55-52.19-57.48BC跨梁左端M-6.79-2.630.34-0.34-11.54-12.12-10.25-11.20-11.74V9.274.99-0.230.2317.9218.3015.6916.3417.40跨中M-2.88-1.400.00-5.42-5.42-4.83-4.83-5.26梁右端M-6.79-2.63-0.340.34-12.12-11.54-11.20-10.25-11.74V-9.27-4.99-0.230.23-18.30-17.92-16.34-15.69-17.40四層橫梁AB跨梁左端M-34.1-12.491.29-1.29-57.32-59.49-51.35-54.97-58.28V33.9610.98-0.210.2155.9556.3051.2251.8156.61跨中M19.6919.820.375-0.3851.6951.0643.5842.5346.01梁右端M-36.14-13.02-0.540.54-62.05-61.14-56.88-55.37-61.55V-34.04-11.68-0.210.21-57.38-57.02-52.59-52.00-57.40BC跨梁左端M-6.61-2.670.53-0.53-11.22-12.12-9.81-11.29-11.54V9.274.99-0.350.3517.8218.4015.5216.5017.40跨中M-2.71-1.4400.00-5.27-5.27-4.66-4.66-5.07梁右端M-6.61-2.67-0.530.53-12.12-11.22-11.29-9.81-11.54V-9.27-4.99-0.350.35-18.40-17.82-16.50-15.52-17.40三層橫梁AB跨梁左端M-33.24-12.231.9-1.90-55.41-58.61-49.21-54.53-56.86V33.9510.95-0.280.2855.8356.3151.0851.8656.56跨中M16.0119.770.585-0.5947.3846.4039.4137.7740.99梁右端M-35.57-12.83-0.730.73-61.26-60.03-56.28-54.24-60.59V-34.05-11.71-0.280.28-57.49-57.02-52.73-51.94-57.44BC跨梁左端M-6.77-3.130.72-0.72-11.90-13.11-10.18-12.20-12.21V9.274.99-0.480.4817.7118.5115.3416.6917.40跨中M-3.22-1.4400.00-5.88-5.88-5.28-5.28-5.76梁右端M-6.77-3.13-0.720.72-13.11-11.90-12.20-10.18-12.21V-9.27-4.99-0.480.48-18.51-17.71-16.69-15.34-17.40二層橫梁AB跨梁左端M-30.4-12.61.01-1.01-53.27-54.97-47.41-50.24-53.39V33.8610.88-0.190.1955.7056.0251.0351.5656.37跨中M23.7720.230.27-0.2757.0756.6248.7347.9751.91梁右端M-37.42-12.6-0.470.47-62.94-62.15-57.91-56.59-62.87V-34.14-11.78-0.190.19-57.62-57.30-52.78-52.25-57.63BC跨梁左端M-0.17-2.140.46-0.46-2.81-3.59-1.66-2.95-2.33V9.274.99-0.310.3117.8518.3715.5816.4517.40跨中M-4.8-1.9500.00-8.49-8.49-7.67-7.67-8.39梁右端M-0.17-2.14-0.460.46-3.59-2.81-2.95-1.66-2.33V-9.27-4.99-0.310.31-18.37-17.85-16.45-15.58-17.40（3）橫向框架柱內(nèi)力組合（一般組合）計算橫向框架柱內(nèi)力組合（非地震作用組合）計算表（表6-3）桿件跨向截面內(nèi)力荷載種類內(nèi)力組合|M|max及相應(yīng)的NNmin及相應(yīng)的MNmax及相應(yīng)的M恒載滿跨活荷載風荷載1.2恒+1.4活+1.4×0.6風1.2恒+1.4×0.7活+1.4風1.35恒+1.4×0.7活左風右風左風右風左風右風頂層柱A柱柱頂M25.434.84-0.240.2437.0937.4934.9235.6039.0739.0734.9237.49N54.2749.07-0.060.06133.77133.87113.13113.30121.35121.35113.13133.87柱底M18.334.3-0.170.1727.8728.1625.9726.4528.9628.9625.9728.16N68.149.07-0.060.06150.37150.47129.72129.89140.02140.02129.72150.47B柱柱頂M-17.34-3.29-0.330.33-25.69-25.14-24.49-23.57-26.63-26.63-24.49-25.14N48.6775.45-0.050.05163.99164.08132.28132.42139.65139.65132.28164.08柱底M-14.75-2.71-0.240.24-21.70-21.29-20.69-20.02-22.57-22.57-20.69-21.29N62.575.45-0.050.05180.59180.67148.87149.01158.32158.32148.87180.67四層柱A柱柱底M14.353.78-0.540.5422.0622.9720.1721.6823.0823.0820.1722.97N156.43110.52-0.190.19342.28342.60295.76296.29319.49319.49295.76342.60柱底M17.493.82-0.480.4825.9326.7424.0625.4027.3627.3624.0626.74N170.26110.52-0.190.19358.88359.20312.36312.89338.16338.16312.36359.20B柱柱底M-13.34-2.35-0.690.69-19.88-18.72-19.28-17.35-20.31-20.31-19.28-18.72N168.01182.53-0.10.1457.07457.24380.35380.63405.69405.69380.35457.24柱底M-12.9-2.38-0.690.69-19.39-18.23-18.78-16.85-19.75-19.75-18.78-18.23N181.64182.53-0.10.1473.43473.59396.71396.99424.09424.09396.71473.59三層柱A柱柱頂M14.844.33-0.810.8123.1924.5520.9223.1924.2824.5520.9224.55N258.09172-0.40.4550.17550.84477.71478.83516.98550.84477.71550.84柱底M15.453.86-0.810.8123.2624.6221.1923.4624.6424.6421.1924.62N271.92172-0.40.4566.77567.44494.30495.42535.65535.65494.30567.44B柱柱頂M-12.86-2.4-1.071.07-19.69-17.89-19.28-16.29-19.71-19.71-19.28-17.89N287.31289.58-0.140.14750.07750.30628.36628.76671.66671.66628.36750.30柱底M-13.25-2.41-1.071.07-20.17-18.38-19.76-16.76-20.25-20.25-19.76-18.38N301.14289.58-0.140.14766.66766.90644.96645.35690.33690.33644.96766.90二層柱A柱柱頂M16.294.12-1.091.0924.4026.2322.0625.1126.0326.2322.0626.23N359.74233.45-0.680.68757.95759.09659.52661.42714.43759.09659.52759.09柱底M16.834.33-1.091.0925.3427.1722.9125.9726.9627.1722.9127.17N373.57233.45-0.680.68774.54775.69676.11678.02733.10775.69676.11775.69B柱柱頂M-11.95-2.5-1.451.45-19.06-16.62-18.82-14.76-18.58-19.06-18.82-16.62N406.62396.66-0.20.21043.101043.44876.39876.95937.661043.10876.391043.44柱底M-12.36-2.67-1.451.45-19.79-17.35-19.48-15.42-19.30-19.79-19.48-17.35N420.45396.66-0.20.21059.701060.03892.99893.55956.331059.70892.991060.0