框架内力组合表格

第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力左端跨中右端左端跨中右端左端7跨中右端内力MVMVMVMVMVMVMVMVMV左风-47.56-12.395-53.7576.47259.44515.68767.292-1.81639.9210.65.2491.023————-.31-14.345-61.486-4.426-67.32-16.345-69.868-1.816-29.7265-7.69-33.575.927253.3914.0960.43-1.81639.9210.65.2491.023————-34.114-9.4415-40.5256-3.8812-61.26-14.74-63.01-1.816-25.27-6.-28.535.927253.3914.0960.43-1.81663.7227916.7495871.379631.023————-29.00-8.03-34.45-3.88-61.26-14.74-63.01-1.816SGKSQKSGESWK77右风-6.4721.816-1.023—4.4261.816-5.92721.816-1.023—3.881.816-5.92721.816-1.023—3.881.816第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力左端跨中右端左端跨中右端左端6跨中右端内力MVMVMVMVMVMVMVMVMV左风右风-65.18-15.24-72.79914.166-14.16668.62515.97476.775-4.2294.22937.78.65142.011.48-1.48—————-66.43-15.518-74.212-11.20611.206-69.208-16.066-77.246-4.2294.229-44.5925-10.45-49.7712.73-12.7361.7314.3769.07-4.2294.22937.78.65142.011.48-1.48—————-45.6676-10.6982-51.0382-9.93739.94-62.31-14.46-69.55-4.2294.229-37.90-8.88-42.3012.73-12.7361.7314.3769.07-4.2294.22965.1394615.0429572.6731.48-1.48—————-38.82-9.09-43.38-9.949.94-62.31-14.46-69.55-4.2294.229SGKSQKSGESWK66第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力左端跨中右端左端跨中右端左端5跨中右端内力MVMVMVMVMVMVMVMVMVSGK-63.8868.65538.59—-65.95-69.345-43.283561.7638.59—-45.1465-62.45-36.7961.7665.91725—-38.37-62.45SQK-14.79815.9238.941—-15.38-16.117-10.0214.328.941—-10.49-14.52-8.5214.3215.245—-8.96-14.52SGE-71.27976.61743.056—-74.639-77.403-48.2968.9243.056—-51.4181-69.70-41.0568.9273.1374—-43.71-69.70SWK55左风右风23.096-23.096-6.16.12.424-2.424——-18.24818.248-6.16.121.0287-21.0287-6.16.12.424-2.424——-16.180716.18-6.16.121.0287-21.0287-6.16.12.424-2.424——-16.1816.18-6.16.1第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力

左端跨中右端左端跨中右端左端4跨中内力MVMVMVMVMVMVMVMSGK-63.8868.65538.59—-65.95-69.345-43.283561.7638.59—-45.1465-62.45-36.7961.7665.91725SQK-14.79815.9238.941—-15.38-16.117-10.0214.328.941—-10.49-14.52-8.5214.3215.245SGE-71.27976.61743.056—-74.639-77.403-48.2968.9243.056—-51.4181-69.70-41.0568.9273.1374SWK44左风30.76-9.32.6685—-25.423-9.327.9508-9.32.6685—-22.6138-9.327.9508-9.32.6685右风-30.769.3-2.6685—25.4239.3-27.950.3-2.6685—22.619.3-27.950.3-2.668调 幅后 的内力跨中右端VMV—-38.37-62.45—-8.96-14.52—-43.71-69.70—-22.61-9.3—22.619.3第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力左端跨中右端左端跨中右端左端3跨中右端内力MVMVMVMVMVMVMVMVMVSGK-63.8868.65538.59—-65.95-69.345-43.283561.7638.59—-45.1465-62.45-36.7961.7665.91725—-38.37-62.45SQK-14.79815.9238.941—-15.38-16.117-10.0214.328.941—-10.49-14.52-8.5214.3215.245—-8.96-14.52SGE-71.27976.61743.056—-74.639-77.403-48.2968.9243.056—-51.4181-69.70-41.0568.9273.1374—-43.71-69.70SWK33左风右风39.553-39.553-11.84711.8473.988-3.988——-31.57731.577-11.84711.84735.99-35.99-11.84711.8473.988-3.988——-28.022928.02-11.84711.84735.99-35.99-11.84711.8473.988-3.988——-28.0228.02-11.84711.847第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力左端跨中右端左端跨中右端内力MVMVMVMVMVMVSGK-.1468.67738.39—-66.08-69.323-43.536961.7838.39—-45.2831-62.42SQK-14.85915.9288.6—-15.41-16.112-10.0814.338.6—-10.57-14.51SGE-71.57276.142.836—-73.787-77.379-48.5868.9442.836—-50.5733-69.68SWK22左风右风43.67-43.67-22.37622.37.203-4.203——-35.235.2-22.37622.37636.9572-36.9572-22.37622.37.203-4.203——-28.551228.55-22.37622.376左端2调 幅后 的内力跨中右端MVMVMV-37.01-8.57-41.2961.7814.3368.9465.751515.2507873.37498———-38.49-8.99-42.99-62.42-14.51-69.6836.9572-36.9572-22.37622.37.203-4.203——-28.5528.55-22.37622.376第六层AB轴线荷载类型楼层截面位置轴线处内力梁支座处内力调 幅后 的内力左端跨中右端左端跨中右端左端1跨中右端内力MVMVMVMVMVMVMVMVMVSGK-59.8268.341.72—-63.75-69.655-39.316561.41.72—-42.8535-62.76-33.4261.4568.57775—-36.43-62.76SQK-13.815.84.659—-14.888-16.192-9.1014.259.659—-10.0304-14.59-7.7314.2515.975—-8.53-14.59SGE-66.74776.26946.5—-71.194-77.751-43.8768.5746.5—-47.8687-70.05-37.2968.5776.52763—-40.69-70.05SWK11左风右风51.258-51.258-14.90914.9096.532-6.532——-38.19438.194-14.90914.90946.7853-46.7853-14.90914.9096.532-6.532——-33.721333.72-14.90914.90946.7853-46.7853-14.90914.9096.532-6.532——-33.7233.72-14.90914.909SEK左震52.7-14.798.32—-36.06-14.7948.26-14.798.32—-31.62-14.7948.26-14.798.32—-31.62-14.79恒载+活载+风载恒载+活载抗震组合正常使用1.2重+1.4*0.9（活+风）RE(1.2SGE1.3SEK)可变荷载控制组合永久荷载控制组合恒载+活载右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活-52.714.79-8.32—36.0614.79-48.2614.79-8.32—31.6214.79-48.26-31.09-46.02-39.4708-40.51621.37583-72.737-31.8014.7979.5284.1083.784685.877145.2997377.98563—-8.3298.8696.29.91676102.440472.3536656.1296680.47237————————31.62-49.80-40.02-46.0317-47.0106-61.8345-0.16966-37.0214.79-94.38-.80-94.1558-97.1532-80.6132-47.9273—SEK左震71.25-21.775.955—-59.34-21.77.72-21.775.955—-52.81-21.77.72-21.775.955—-52.81-21.77恒载+活载+风载恒载+活载抗震组合正常使用RE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活-71.2521.77-5.955—59.3421.77-.7221.77-5.955—52.8121.77-.72-40.42-72.92-57.9172-59.872925.02965-101.172-46.7821.7786.8597.5194.1907.4133146.3996394.51133—-5.95598.9995.2699.22748102.680471.2118359.5995880.18241————————52.81-70.56-45.52-59.3118-61.3152-90.53312.44455-47.9121.77-98.32-87.67-95.0192-98.2905-94.9918-46.8801—SEK左震93.98-28.139.505—-74.97-28.1385.-28.139.505—-66.53-28.1385.-28.139.505—-66.53-28.13恒载+活载+风载恒载+活载抗震组合正常使用RE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活-93.9828.13-9.505—74.9728.13-85.28.13-9.505—66.5328.13-85.-28.39-81.38-56.0743-58.0146.457-120.347-45.3128.1383.47100.8394.1597.4038339.21067101.378—-9.505101.4295.31100.5059103.971975.0910456.5562981.2067————————66.53-77.73-36.96-58.5979-60.55-104.20325.53288-47.3428.13-101.91-84.-95.255-98.5255-102.18-40.0124—SEK左震114.57-34.959.71—-95.15-34.95104.09-34.959.71—-84.67-34.95104.09-34.959.71恒载+活载+风载恒载+活载抗震组合正常使用RE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活-114.5734.95-9.71—95.1534.95-104.0934.95-9.71—84.6734.95-104.09-19.66-90.10-56.0743-58.01.53804-138.428-45.3134.9580.35103.9594.1597.4038331.67457108.9141—-9.71101.7395.00100.5059103.971975.2909156.35181.2067—-84.67-34.95—84.6734.95—-85.84-105.02—————-28.85-58.5979-60.55-121.88343.21353-81.42-95.255-98.5255-109.716-32.4763—-47.34—恒载+活载+风载恒载+活载抗震组合正常使用SEKRE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载左震右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活138.25-138.25-41.4941.4913.77-13.77——-110.71110.71-41.4941.49125.80-125.80-41.4941.4913.77-13.77——-98.2698.26-41.4941.49125.80-125.80-9.52-100.24-56.0743-58.0185.71309-159.603-45.31-41.4941.4977.22107.04.1597.4038324.44787116.1408—13.77-13.77103.3993.34100.5059103.971979.2494152.3979181.2067—————————-98.2698.26-92.65-22.03-58.5979-60.55-135.14156.47158-47.34-41.4941.49-108.15-78.30-95.255-98.5255-116.942-25.2496—恒载+活载+风载恒载+活载抗震组合正常使用SEKRE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载左震右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活143.78-143.78-43.3743.3713.675-13.675——-116.43116.43-43.3743.37130.77-130.77-43.3743.3713.675-13.675——-103.42103.42-43.3743.37130.77-43.3713.675—-103.42-43.37-130.77-8.43.3763.99-13.675103.41——103.42-93.4943.37-121.38-101.77120.32.82—-21.-65.00-56.403694.1888100.2529—-58.7747-95.2216-58.355790.3363-1.663-45.5797.4384322.39495118.2427—103.710379.370652.7043581.00228————-60.7725-139.52262.14495-47.48-98.4909-118.995-23.1477—恒载+活载+风载恒载+活载抗震组合正常使用SEKRE(1.2SGE1.3SEK)1.2重+1.4*0.9（活+风）可变荷载控制组合永久荷载控制组合恒载+活载左震右震左风右风1.2恒+1.4活.35恒+1.4*0.7活左震右震1.0恒+1.0活157.59-157.59-45.45.19.91-19.91——-117.77117.77-45.45.143.82-143.82-45.45.19.91-19.91——-104.00104.00-45.45.143.82-143.829.10-108.80-50.9314-52.6957106.6697-173.785-41.15-45.45.72.90110.4793.678496.9118319.23091120.78—19.91-19.91110.5694.10104.553108.161788.2871149.4626184.4775—————————-104.00104.00-96.94-11.96-55.67-57.5297-138.022.78337-44.95-45.45.-112.47-74.90-95.732-99.0175-122.159-20.7426—载0活

M左中右V左右

QL0活

M左中右V左右

QL恒荷载47.5639.92.3159.44567.3220.19

6恒荷载65.1837.766.4368.62569.208236活荷载重力代表值12.39553.757M左10.65.249右14.34561.486V15.68767.29216.34569.868

5.3422.86

66

活荷载重力代表值15.2472.799M左8.65142.01右15.51874.212V15.97476.77516.06677.246

5.3425.67

66

风荷载

6.4724.4261.816风荷载

14.16611.20.229地震52.736.0614.79

地震71.2559.3421.77

恒载+活载

载0活

M左中右V左右

QL0活

M左中右V左右

QL恒荷载63.8838.5965.9568.65569.345236恒荷载63.8838.5965.9568.65569.345236活荷载重力代表值14.79871.279M左8.94143.056右15.3874.639V15.92376.61716.11777.403

5.3425.67

66

活荷载重力代表值14.79871.279M左8.94143.056右15.3874.639V15.92376.61716.11777.403

5.3425.67

66

风荷载

23.09618.2486.1风荷载

30.7625.4239.3地震93.9874.9728.13

地震114.5795.1534.95

恒载+活载

载0活

M左中右V左右

QL0活

M左中右V左右

QL恒荷载63.8838.5965.9568.65569.345236恒荷载.1438.3966.0868.67769.323236活荷载重力代表值14.79871.279M左8.94143.056右15.3874.639V15.92376.61716.11777.403

5.3425.67

66

活荷载重力代表值14.85971.572M左8.2.836右15.4173.787V15.92876.116.11277.379

5.3425.67

66

风荷载

39.55331.57711.847风荷载

43.6735.222.376地震138.25110.7141.49

地震143.78116.4343.37

恒载+活载

M左中右V左右

QL恒荷载59.8241.7263.7568.34569.655236活荷载重力代表值13.866.747M左9.65946.5右14.88871.194V15.84876.26916.19277.751

5.3425.67

66

风荷载

51.25838.19414.909地震157.59117.7745.

载0活