Y公司5層宿舍樓的建筑結(jié)構(gòu)的內(nèi)力組合計(jì)算案例目錄TOC\o"1-3"\h\u322091.1彎矩在豎向荷載調(diào)幅 1108411.1.1梁端在恒載作用下的彎矩調(diào)幅 1310021.1.2活載作用下的梁端彎矩調(diào)幅 1266221.2梁控制截面的內(nèi)力組合 3167161.3柱控制截面內(nèi)力組合 81.1彎矩在豎向荷載調(diào)幅1.1.1梁端在恒載作用下的彎矩調(diào)幅表8-1恒載下的梁端彎矩調(diào)幅層次梁跨β調(diào)幅前值調(diào)幅后值5F邊跨0.85-121.8798.22133.19-103.589583.487113.2115225.75中跨0.85-25.5517.5625.55-21.717514.92621.717584F邊跨0.85-150.1382.06150.69-127.610569.751128.0865232.75中跨0.85-10.084.18610.08-8.5683.55818.5685.933F邊跨0.85-146.2684.06148.69-124.32171.451126.3865232.75中跨0.85-11.785.87611.78-10.0134.994610.0135.932F邊跨0.85-146.2684.06148.69-124.32171.451126.3865232.75中跨0.85-11.785.87611.78-10.0134.994610.0135.931F邊跨0.85-139.8788.57144.18-118.889575.2845122.553232.75中跨0.85-13.917.4813.38-11.82356.35811.3735.931.1.2活載作用下的梁端彎矩調(diào)幅表8-2活載作用下的梁端彎矩調(diào)幅層次梁跨調(diào)幅前調(diào)幅后5F8.7000.85-9.855.62-9.95-8.3787.76-8.46715.5274F8.7000.85-35.4425.93-36.87-30.12231.325-31.13462.0843F8.7000.85-36.7824.76-37.86-31.2731.04-32.18762.0842F8.7000.85-36.9724.61-37.97-31.42131.704-32.27262.0841F8.7000.85-33.8327.22-35.89-28.76232.455-30.55162.084表8-3活載作用下中跨梁端彎矩調(diào)幅層次梁跨調(diào)幅前調(diào)幅后5F2.4000.85-0.80-0.49-0.80-0.68-0.37-0.680.3244F2.4000.85-4.22-2.97-4.22-3.59-2.34-3.591.2523F2.4000.85-3.62-2.37-3.62-3.08-1.83-3.081.2522F2.4000.85-3.56-2.31-3.56-3.02-1.78-3.021.2521F2.4000.85-4.93-3.68-4.93-4.19-2.94-4.191.2521.2梁控制截面的內(nèi)力組合表8-4第一層梁的內(nèi)力組合樓層跨徑內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│V│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.31F邊梁M左-118.889-4.0715-19.92-15.23-160.66295-184.4357-124.676-178.591-142.735-188.711-128.951-164.909-125.311-124.676-188.711V左-119.72-34.43.593.22-207.236-150.251-161.021-204.005-210.467-186.371-197.141-160.118-168.49-150.251M右-122.55-4.0715-11.3-12.8-165.42225-176.265-142.365-175.592-155.252-180.54-146.64-166.143-132.863-132.863-180.54V右-119.93-34.72-3.59-3.22-207.989-161.294-150.524-211.22-204.758-197.75-186.98-168.934-160.562-150.524M中75.284529.1721.441.76141.62785100.0298595.70985142.9239140.3319130.6605126.3405110.1326105.5566142.923995.70985中梁M左-11.8235-2.9329.655.3-19.76855-0.97055-29.7706-11.1286-28.4086-4.04915-32.849255.9426-87.837455.9426-87.8374V左-20.02-8.21846.08-38.341-14.026-38.026-31.141-45.541-22.6465-46.646530.954-88.85430.954M右-11.373-2.9325-9.6-55.3-19.18365-29.1849-0.3849-27.8237-10.5437-32.264-3.46403-87.297156.482956.4829-87.2971V右-24.54-6.37-8-46.08-41.457-43.902-19.902-48.657-34.257-26.5905-26.5905-93.17426.63426.634M中6.3582.8130012.48498.26548.265412.484912.484911.2190511.219059.31749.317412.48498.2654表8-5第二層梁的內(nèi)力組合樓層跨徑內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│V│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.32F邊梁M左-117.12-31.6711.71366.935-199.717-134.685-169.85-189.177-210.46-34.337-164.97-54.385-184.978-34.44-210.26-V左106.4328.78-2.493-14.227181.486134.603142.10179.245183.82786.945118.392107.504138.88--183.87M右-118.84-32.16-9.947-56.781-202.767-169.415-139.58-211.716-193.783-156.545-45.847-176.804-66.25-45.84-211.71-V右-106.97-28.97-2.492-14.222-182.362-142.727-135.21-184.603-180.455-118.778-87.456-139.512-108.3--184.70M中115.9531.350.8915.087197.847152.124149.477198.641197.457103.6293.817123.467113.567198.6493.814-中梁M左-9.26-2.768.46548.372-16.1120.732-24.67-8.497-23.56439.372-55.1737.645-56.68639.22-56.67V左10.013.65-7.04-40.3418.3932.42723.57112.10424.787-34.5574.578-32.51656.573--56.45M右-9.24-2.78-8.45-48.378-16.117-24.6550.735-23.72-8.45-55.7739.228-56.68437.64839.22-56.68-V右-10.07-3.65-7.06-40.351-18.39-23.57-2.427-24.78-12.05-54.7534.525-56.5432.55--56.45M中-3.21-0.640.000.00-5.07-4.162-4.162-5.07-5.08-2.657-2.632-3.158-3.158-2.65-5.08-表8-6第三層梁的內(nèi)力組合樓層跨徑內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│V│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.33F邊梁M左-116.64-31.528.5453.84-198.90-138.873-164.377-191.25-206.58-46.71-151.797-66.664-171.65-46.80-206.55-V左106.3728.76-1.814-11.60181.435135.553141.042179.54183.089.785115.471110.356136.30--183.81M右-118.55-32.10-7.51-47.17-202.292-165.264-143.033-208.94-195.45-146.91-55.038-167.092-7532-55.03-208.96-V右-106.95-28.92-1.95-11.42-182.418-141.773-136.287-184.07-180.56-116.012-90.357-136.654-111.10--1841.0M中115.9631.360.653.45197.842151.612149.982198.335197.45102.04195.485121.798115.238198.3395.4825-中梁M左-9.437-2.8376.32640.142-16.5076-2.7827-21.7451-10.8274-22.2230.988-47.26529.367-48.89730.95-48.89-V左10.003.65-5.26-33.4218.565.820.8213.5223.17-265246.987-24.92448.985--48.56M右-9.43-2.85-6.35-40.10-16.78-21.777-2.77-22.201-10.817-47.24130.978-48.89129.36830.98-48.87-V右-10.00-3.65-5.25-33.44-18.33-20.87-5.107-23.457-13.62-46.9726.958-48.7424.927--48.56M中-3.43-0.680.000.00-5.45-4.564-4.564-5.467-5.467-2.87-2.87-3.394-3.394-2.83-5.51-`表8-7第四層梁的內(nèi)力組合樓層跨徑內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│V│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.34F邊梁M左-119.14-30.\564.8935.05-200.48-147.474-162.327-196.506-205.417-66.717-135.042-86.89-155.22-66.71-205.41-V左106.5128.23-1.05-7.445181.67136.986140.105180.698182.56294.615110.972115.173131.537--182.577M右-119.82-31.8-4.20-29.327-203.12-161.918-149.612-206.8-199.37-130.27-73.081-150.595-93.424-73.05-206.69-V右-106.56-30.45-1.03-7.445-182.225-140.354-137.222-183.155-181.285-111.231-94.874-131.847-115.481--183.18M中116.032.360.432.86198.27151.4378150.167198.612197.856101.64396.077121.425115.847198.6796.07-中梁M左-8.388-3.743.8024.97-15.99-5.66-16.12-12.77-19.66716.893-31.88915.303-33.3916.81-33.37-V左10.703.67-2.52-20.8118.878.3417.3615.6221.05-12.8533.087-10.96635.53--35.033M右-8.35-3.37-3.55-24.97-15.98-16.14-5.69-19.07-12.757-31.85616.88-33.37715.3516.81-33.39-V右-10.07-3.65-2.96-20.87-18.37-17.277-8.677-21.76-15.787-33.08312.928-35.04810.92--35.033M中-2.377-1.1880.000.00-4.84-3.195-3.197-4.863-4.864-2.574-2.227-2.65-2.60-2.23-4.861-表8-8第五層梁的內(nèi)力組合樓層跨徑內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│V│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.35F邊梁M左-121.87-10.592.1515.23-174.316-155.206-161.656-172.381-176.251-166.326-172.776-132.799-172.397-132.799-176.251V左112.548.640.38-3.22133.342146.872145.732133.684133137.8136.66125.678134.05146.872M右-98.22-10.6-1.16-12.8-143.586-129.426-125.946-144.63-142.542-140.556-137.076-140.864-107.584-107.584-144.63V右-115.14-8.64-0.38-3.22-162.642-150.252-149.112-162.984-162.3-159.324-158.184-147.538-139.166-139.166M中98.2214.490.221.76149.421128.016127.356149.619149.223143.2305142.5705128.846124.27149.619124.27中梁M左-25.55-0.640.98910.9-34.175-31.7315-34.6985-33.2849-35.0651-32.4035-35.3705-16.874-45.214-16.874-45.214V左24.541.860.829.0834.69233.13230.67235.4333.95435.08532.62542.36818.7642.368M右-25.55-0.53-0.989-10.9-34.01-34.6985-31.7315-34.9001-33.1199-35.255-32.288-45.148-16.808-16.808-45.148V右-24.54-1.78-0.82-9.08-34.572-33.132-30.672-35.31-33.834-32.541-32.541-42.32-18.712-18.712M中-17.56-0.0160.000.00-22.852-22.828-22.828-22.852-22.852-22.8448-22.8448-21.0816-21.0816-21.0816-22.852注：逆時(shí)針為負(fù)，順時(shí)針為正。V使順時(shí)針為正1.3柱控制截面內(nèi)力組合表8-9第一層柱內(nèi)力組合樓層柱位置內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│M│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.3MMMNNNVVV1F邊柱上

端-45.19-12.91-10.55-42.34`-74.572-42.922-87.607-68.617-88.1275-56.4775-117.016-6.932-6.932-117.016-6.932-45.191374.05144.528.8652.831863.2691659.7791633.1991871.2431855.2951811.5251784.9451675.2271537.8691871.2431537.8691871.2431266.53-12.91-2.46-3.59-16.73-20.473-22.168-11.398-23.704-17.242-24.751-13.981-38.7174.7814.781-38.7174.781-12.91下端22.595.8524.6898.9238.14266.387-7.65360.35415.9372.5295-1.5105159.214-97.978-314.51-97.978159.21422.591490151.08.8652.81927.3291714.1191687.5391935.3031919.3551872.6691846.0891729.2361591.9561847.891591.9561935.3031308.33-12.91-2.46-3.59-16.73-20.473-22.168-11.398-23.704-17.242-24.751-13.981-38.7174.781-96.4-38.7174.781-12.91中柱上端-41.06-10.37-12.25-59.83-68.933-71.753-35.003-79.958-57.908-82.6415-45.8915-133.27322.28522.285-133.27322.285-41.061123.5166.9416.0169.351983.4921757.0971709.0671997.9011969.0831932.3841884.3541790.0871609.7771997.9011609.7771997.9011333.147.821.98846.0813.13622.166-1.83420.3365.9360.2450.24570.476-49.33270.476-49.33270.4767.82下端-20.77-10.37-20.9-112-42.556-58.3514.349-61.366-23.746-59.72-6.5395-176.746114.454114.454-176.746114.454-20.771232.5177.316.0169.352053.3721811.4371763.4072067.7812038.9631506.891949.5721846.4631666.1532067.7811666.1532067.7811374.947.821.98846.0813.13622.166-1.83420.3365.936-28.740.24570.476-49.33270.476-49.33270.4767.82表8-10第二層柱內(nèi)力組合樓層柱位置內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│M│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.3MMMNNNVVV2F邊柱上

端M-74.638-20.177.5638.55-127.69-86.57-107.8-120.97-133.577-28.15-107.40-41.69-120.9611-133.57-28.13-133.566N782.1114.58-5.78-36.691084.89904.39921.631079.571089.95569.56645.737691.078767.2671089.96569.541089.996V-45.84-12.483.8721.18-78.258-53.87-65.49-74.76-81.75-20.887-67.678-29.745-76.528-81.76-20.88-81.76下端M90.5724.47-7.56-38.18154.456107.26128.23148.15160.7742.615121.88259.06138.325160.7542.61160.756N1058.1114.55-5.57-36.681129.18948.78966.041123.951134.37596.887673.075723.875800.061134.37596.881134.37V-45.88-12.503.8521.178-78.266-53.899-65.49-74.768-81.76-20.887-67.678-29.745-76.58-81.76-20.88-81.76中柱上端M69.8718.6911.2359.876118.47106.98873.95128.348108.54125.3940.867138.01713.48108.54125.39138.23N751.4136.18-10.58-67.281194.15974.881005.761184.591203.62593.735733.528726.455866.2571203.62593.73726.35V42.0711.286.1633.28971.5663.8845.4577.0266.0277.2573.75985.35211.85866.0277.2585.56下端M-81.66-21.98-11.23-59.89-139.55-122.8-89.66-148.92-129.12-136.35-11.836-151.186-26.658-129.12-136.36-151.18N984.8136.17-10.58-67.691238.881018.4881050.171229.011248.03621.02760.858759.254899.0581248.03621.06759.55V42.0511.286.1633.5671.59963.8845.4577.0266.0277.233.75885.35611.85566.0277.2585.56表8-11第三層柱內(nèi)力組合樓層柱位置內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│M│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.3MMMNNNVVV3F邊柱上

端M-72.99-19.775.7635.228-124.32-86.13-103.44-119.13-129.50-27.72-96.47-40.14-108.84-129.58-27.72-129.57N510.7879.285-3.26-22.415782.88659.08668.85779.91785.818390.927434.64473.42517.16785.85390.92785.87V-40.18-10.822.9617.72-68.54-47.88-56.67-65.92-71.166-19.128-58.465-26.85-66.19-71.56-19.12-71.18下端M71.7819.59-4.79-28.86122.3586.25100.355118.15126.62935.20595.17548.239108.18126.6235.20126.67N544.8879.24-3.25-22.41827.29703.45713.22824.32830.238444.315490.92537.96584.48830.28444.31830.83V-40.19-10.852.9717.74-68.58-47.88-56.64-65.92-71.168-19.122-58.481-26.88-66.17-71.16-19.12-71.16中柱上端M68.2918.369.0955.345116.29102.3575.14124.37108.088119.5064.34131.8816.78108.085119.50131.88N555.8094.25-6.81-41.122863.73713.53731.57858.52869.388439.58525.15536.07621.57869.34439.58536.05V37.7810.154.5927.95464.2955.9342.2468.3860.16867.2845.57174.5812.7960.1667.2874.56下端M-67.68-18.15-7.48-45.25-115.17-99.00-76.85-121.77-108.458-108.441-14.24-120.758-26.92-108.45-108.44-121.77N589.9794.26-6.08-41.128908.38757.94775.97902.93913.75466.918552.477568.85654.38913.75466.91902.93V37.7510.154.7727.95664.2855.9342.2868.3860.1667.2865.518774.5812.7760.1667.2868.38表8-12第四層柱內(nèi)力組合樓層柱位置內(nèi)力1.3+1.5左風(fēng)右風(fēng)左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震│M│max1.3+1.51.3-1.51.3+1.5+0.6*1.51.3+1.5-0.6*1.51.3+1.5*0.7+1.51.3+1.5*0.7-1.51.2（+0.5）+1.31.2（+0.5）-1.3MMMNNNVVV4F邊柱上

端M-66.95-21.624.1027.93-119.48-80.86-93.14-115.79-123.18-31.07-85.57-42.727-97.19-123.17-31.08-123.19N319.1544.05-1.45-10.85481.71412.72417.19479.78482.37245.38266.47296.58317.67482.34245.37482.35V-38.87-11.481.9012.94-67.71-47.67-53.38-66.007-69.48-23.65-52.18-31.14-59.77-69.47-23.69-69.42下端M72.9719.70-2.74-18.67124.3290.6998.87121.89126.7843.9580.2856.3592.67126.7443.918126.76N353.3144.05-1.45-10.81525.42457.17461.59524.1298526.78270.96292.08327.29348.38526.77270.79526.53V-38.84-11.481.9012.93-67.71-47.54-53.39-66.08-69.48-23.65-52.17-31.187-59.75-69.47-23.67-69.42中柱上端M65.3719.746.0541.25114.5493.9675.88119.98109.0796.6516.18107.8827.47109.0596.67119.92N350.1452.38-2.57-19.28533.71451.22459.07531.37536.07263.46301.07319.87357.477536.07263.43531.39V37.1110.572.9820.35264.1052.7143.77866.7861.42858.4813.5765.7820.7861.4758.4966.75下端M-68.27-18.32-4.68-31.90-116.23-95.75-81.78-120.47-112.05-89.18-26.97-100.77-38.57-112.02-89.18-120.44N384.2752.38-2.57-19.28578.12495.78503.48575.81580.43289.05326.648350.68388.21580.47289.05575.81V37.1110.572.9820.35264.1052.7743.7566.7861.4258.6713.58765.7820.7961.4558.4966.78表8-13第五層柱內(nèi)力組合樓層柱位置內(nèi)力1.3+1.5左風(fēng)