《某教学楼混凝土框架结构计算中的内力组合计算案例》3700字

某教学楼混凝土框架结构计算中的内力组合计算案例综述通过竖向荷载的作用。调整梁端负弯距，调幅系数：0.85。1.1框架结构柱的内力组合柱上部控制值的截面在梁底，下端在梁顶。结果见下表：表6-14层梁内力组合表梁位置截面位置内力种类恒载活(雪)载最大值风荷载可变荷载可变荷载可变荷载控永久荷载最大控制内力调幅前①调幅后②调幅前③调幅后④左风⑤左风⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左边跨梁左支座M-57.07-48.51-1.28-5.343.22-3.22-65.69-53.71-62.72-60.89-68.99-70.83-70.83V114.13114.137.877.87-0.720.72147.98135.95137.97145.97147.79160.07160.07跨中M143.75165.317.929.110.51-0.51211.11199.10197.66210.50209.20232.28232.28右支座M-108.23-92.45-8.45-7.15-2.282.28-121.24-114.15-107.34-122.90-117.48-132.35-132.35V-127.20-127.20-7.59-7.59-0.610.61-164.81-153.95-151.93-164.53-164.79-180.64-180.64中跨梁左支座M-61.65-51.69-3.73-3.151.27-1.27-72.77-61.27-70.14-70.57-73.06-80.13-80.13V13.1613.160.890.89-1.241.2417.2314.3617.5915.6518.5618.9820.80跨中M-58.42-67.32-3.29-2.910.000.00-84.88-80.96-80.96-84.49-84.49-93.99-93.99右支座M-61.85-51.69-3.95-3.37-1.471.47-72.77-70.14-61.27-73.06-70.57-81.88-27.84V-14.14-14.14-0.78-0.78-1.241.24-17.23-17.59-14.36-18.56-15.65-18.98-23.09右边跨梁左支座M-108.23-92.45-8.45-7.15-2.282.28-121.24-114.15-107.34-122.90-117.48-132.35-132.35V-127.20-127.20-7.59-7.59-0.610.61-164.81-153.95-151.93-164.53-164.79-180.64-180.64跨中M143.75165.317.929.11-0.510.51211.11197.66199.10209.20210.50232.28232.28右支座M-51.18-47.62-1.30-5.45-3.323.32-64.70-61.83-52.82-67.88-60.98-70.76-70.67V-113.24-113.24-7.78-7.78-0.710.71-147.89-131.07-134.06-141.80-144.08-160.69-160.69表6-23层梁内力组合表梁位置截面位置内力种类恒载活(雪)载最大值风荷载可变荷载可变荷载可变荷载永久荷载最大控制内力调幅前①调幅后②调幅前③调幅后④左风⑤左风⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左边跨梁左支座M-81.06-67.92-22.18-18.728.39-8.39-109.14-71.02-93.25-93.03-113.34-134.51-113.03V97.7997.7930.5630.56-3.223.22161.56113.18123.88153.24160.69163.78163.78跨中M97.17111.8832.7837.601.34-1.34188.46131.15132.59184.50181.50191.71191.71右支座M-104.11-88.36-31.55-21.69-5.895.89-144.87-114.45-89.56-148.45-135.48-147.18-147.18V-104.11-101.11-32.09-32.09-3.223.22-172.53-131.35-120.87-171.91-163.08-174.94-174.94中跨梁左支座M-61.65-51.69-3.73-3.151.27-1.27-72.77-61.27-70.14-70.57-73.06-80.13-80.13V13.1613.160.890.89-1.241.2417.2314.3617.5915.6518.5618.9820.80跨中M-31.65-31.15-11.57-9.830.000.00-51.15-37.38-37.38-49.77-49.77-51.89-51.89右支座M-43.81-37.23-43.81-37.231.65-1.65-91.81-35.37-53.99-83.22-99.98-87.50-99.98V-10.84-10.84-4.49-4.49-3.243.24-21.09-17.67-9.84-22.89-15.56-21.56-21.56右边跨梁左支座M-104.11-88.36-31.55-21.69-5.895.89-144.87-114.45-89.56-148.45-135.48-147.18-147.18V-104.11-101.11-32.09-32.09-3.223.22-172.53-131.35-120.87-171.91-163.08-174.94-174.94跨中M97.17111.8832.7837.601.34-1.34188.46131.15132.59184.50181.50191.71191.71右支座M-81.06-67.92-22.18-18.728.39-8.39-109.14-71.02-93.25-93.03-113.34-134.51-113.03V97.7997.7930.5630.56-3.223.22161.56113.18123.88153.24160.69163.78163.78表6-32层梁内力组合表梁位置截面位置内力种类恒载活(雪)载最大值风荷载可变荷载可变荷载可变荷载永久荷载最大控制内力调幅前①调幅后②调幅前③调幅后④左风⑤左风⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左边跨梁左支座M-71.69-64.85-23.99-20.2612.97-12.97-107.63-58.84-99.64-89.43-122.35-111.06-122.35V91.8091.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89跨中M99.55112.6231.2031.131.56-1.56192.34141.83135.39181.47182.05191.85191.85右支座M-102.72-87.16-32.25-27.24-10.4110.41-142.27-120.31-90.84-153.56-127.04-141.14-141.14V-104.25-104.25-32.72-32.72-3.143.14-172.68-130.89-120.77-172.04-163.87-175.14-175.14中跨梁左支座M-42.70-31.12-42.70-31.121.54-1.54-95.70-34.26-52.88-82.11-98.87-81.49-98.87V-10.73-10.73-4.50-4.50-3.133.13-20.18-11.56-9.73-21.78-14.45-20.45-20.45跨中M-35.54-30.26-10.68-9.720.000.00-50.04-31.27-31.27-48.88-48.88-50.78-50.78右支座M-42.70-31.12-42.70-31.121.54-1.54-95.70-34.26-52.88-82.11-98.87-81.49-98.87V-10.73-10.73-4.50-4.50-3.133.13-20.18-11.56-9.73-21.78-14.45-20.45-20.45右边跨梁左支座M-102.72-87.16-32.25-27.24-10.4110.41-142.27-120.31-90.84-153.56-127.04-141.14-141.14V-104.25-104.25-32.72-32.72-3.143.14-172.68-130.89-120.77-172.04-163.87-175.14-175.14跨中M99.55112.6231.2031.131.56-1.56192.34141.83135.39181.47182.05191.85191.85右支座M-71.69-64.85-23.99-20.2612.97-12.97-107.63-58.84-99.64-89.43-122.35-111.06-122.35V91.8091.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89表6-41层梁内力组合表梁位置截面位置内力种类恒载活(雪)载最大值风荷载可变荷载可变荷载可变荷载合永久荷载最大控制内力调幅前①调幅后②调幅前③调幅后④左风⑤左风⑥1.2*②+1.4*④1.2*②+1.4*⑤1.2*②+1.4*⑥1.2*②+0.9*(1.4*④+1.4*⑤)1.2*②+0.9*(1.4*④+1.4*⑥)1.3*②+1.0*④max左边跨梁左支座M-65.17-55.26-20.29-17.2121.55-21.55-91.45-34.54-98.21-60.62-117.73-92.92-117.73V91.8091.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89跨中M107.79124.2333.9841.012.77-2.77205.30153.29145.23203.41191.16208.21208.21右支座M-97.53-82.55-30.69-25.84-15.8915.89-137.22-123.16-75.83-152.75-112.15-138.77-138.77V107.31107.31-33.21-33.21-5.175.1778.81119.12132.9471.9490.23108.3878.81中跨梁左支座M-47.20-39.0714.7812.4310.57-10.57-30.40-33.19-63.23-17.02-44.95-40.89-44.95V-10.73-10.73-4.38-4.38-3.133.13-20.10-11.78-9.95-21.98-14.67-20.67-20.67跨中M-40.15-33.99-11.06-10.130.000.00-51.30-40.97-40.97-54.86-54.86-57.22-57.22右支座M-47.20-39.0714.7812.4310.57-10.57-30.40-33.19-63.23-17.02-44.95-40.89-44.95V-10.73-10.73-4.38-4.38-3.133.13-20.10-11.78-9.95-21.98-14.67-20.67-20.67右边跨梁左支座M-97.53-82.55-30.69-25.84-15.8915.89-137.22-123.16-75.83-152.75-112.15-138.77-138.77V107.31107.31-33.21-33.21-5.175.1778.81119.12132.9471.9490.23108.3878.81跨中M107.79124.2333.9841.012.77-2.77205.30153.29145.23203.41191.16208.21208.21右支座M-65.17-55.26-20.29-17.2121.55-21.55-91.45-34.54-98.21-60.62-117.73-92.92-117.73V91.8091.8031.4531.45-3.113.11160.67112.29122.99152.35161.58162.89162.89表6-54层左边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左边柱柱顶截面M57.071.28-3.223.2277.2863.9972.9972.3580.4583.3383.3363.9983.33N242.9214.26-0.720.72311.48290.50292.52308.57310.39342.21342.21290.50342.21V-27.97-4.561.40-1.40-39.94-31.60-35.53-37.54-41.06-41.43-41.43-31.6041.43柱底截面M-43.59-10.201.79-1.79-61.43-49.81-54.89-62.80-67.39-68.99-68.99-49.8068.99N258.3014.30-0.690.69329.89308.89310.95327.01328.78362.87362.87308.89362.87V-27.86-4.481.39-1.39-39.87-31.67-35.48-37.43-40.98-42.29-42.29-31.5942.29左中柱柱顶截面M-41.99-4.67-3.603.60-51.99-55.50-45.39-60.90-51.90-61.50-61.50-55.5261.50N271.9918.03-0.390.39357.86331.96332.87354.79354.79392.13392.13332.67392.13V21.673.371.55-1.5528.9727.3022.2631.5427.3031.4531.4527.3031.45柱底截面M31.677.662.30-2.3049.9841.3431.0151.7945.7851.9751.9741.8651.97N292.9411.89-0.420.42375.68350.67350.67372.56374.88412.78412.78351.23412.78V19.78.3.451.57-1.5728.7921.8521.7621.8521.8530.4530.4521.8330.67表6-64层右边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱顶截面M41.344.68-3.623.6251.9444.8957.5751.2359.6360.9460.9444.3260.94N275.9711.340.42-0.42351.34335.41323.45365.41364.45392.34392.34331.65392.34V-21.43-3.541.55-1.55-28.92-21.96-21.36-21.21-30.31-30.62-30.62-21.2430.62柱底截面M-31.54-7.802.43-2.43-51.42-33.53-43.34-45.21-51.32-51.11-51.11-33.4552.54N292.2018.210.42-0.42371.97352.44351.23375.00373.91413.77413.77352.44413.77V-21.43-3.541.55-1.55-28.92-21.96-21.36-21.21-30.31-30.62-30.62-21.2430.62右边柱柱顶截面M-51.34-1.31-3.313.31-74.52-74.32-62.24-81.54-73.53-82.22-82.22-72.9982.22N242.9214.260.72-0.72311.48292.52290.50310.39308.57342.21342.21292.52342.21V27.974.561.40-1.4039.9435.5331.6041.0637.5441.4341.4335.5341.43柱底截面M-43.59-10.201.79-1.79-61.43-49.81-54.89-62.80-67.39-68.99-68.99-49.8068.99N258.3014.30-0.690.69329.89308.89310.95327.01328.78362.87362.87308.89362.87V-27.86-4.481.39-1.39-39.87-31.67-35.48-37.43-40.98-42.29-42.29-31.5942.29表6-73层左边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左边柱柱顶截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱顶截面M-27.34-9.23-7.127.12-48.43-45.12-24.56-51.54-38.32-49.45-49.23-45.1251.53N523.6392.74-1.641.64752.34627.54634.23745.76743.65802.65802.65623.67801.23V15.745.443.70-3.7021.8725.7614.7834.9627.9725.3025.3022.3430.23柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7521.4412.5331.5424.3222.1222.1221.4332.32表6-83层右边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱顶截面M33.7811.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7521.4412.5331.5424.3222.1222.1221.4332.32右边柱柱顶截面M-31.32.-13.21-1.611.61-61.52-53.45-32.54-64.54-53.84-63.35-63.35-53.9969.39N450.6171.242.63-2.63640.51544.43537.05633.85627.22654.5961.99547.46678.45V22.231.513.23-3.2334.5422.5222.3234.3231.2335.3235.3222.4533.04柱底截面M34.6012.424.54-4.4563.3453.4533.3463.5553.9563.2663.2653.4463.23N464.9172.222.61-2.61654.64561.23533.46653.64644.55702.23702.23571.54702.23V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02表6-92层左边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左边柱柱顶截面M33.7611.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-1.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱顶截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7521.4412.5331.5424.3222.1222.1221.4332.32柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7521.4412.5331.5424.3222.1222.1221.4332.32表6-102层右边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③右中柱柱顶截面M-27.34-9.23-7.127.12-48.43-45.12-24.56-51.54-38.32-49.45-49.23-45.1251.53N523.6392.74-1.641.64752.34627.54634.23745.76743.65802.65802.65623.67801.23V15.745.443.70-3.7021.8725.7614.7834.9627.9725.3025.3022.3430.23柱底截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53-1.641.64773.53645.63654.62764.67762.54822.53823.45643.23821.34V15.455.353.73-3.7324.7521.4412.5331.5424.3222.1222.1221.4332.32右边柱柱顶截面M33.7611.57-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-1.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M38.4712.347.97-7.9770.5262.4840.1678.6458.5670.5670.5662.4878.64N673.38128.375.88-5.88987.84811.34799.87977.28962.451037.501037.50811.341037.50V21.411.874.78-4.7837.5033.9820.6042.5030.4638.0038.0033.9842.50表6-111层左边柱内力组合表位置截面各个内力恒荷载活（雪）最大值风（左）风（右）可变荷载永久荷载①②③④1.2*①+1.4*②1.2*①+1.4*③1.2*①+1.4*④1.2*①+0.9*(1.4*②+1.4*③)1.2*①+0.9*(1.4*②+1.4*④)1.3*①+1.0②1.3*①+1.0*②1.2*①+1.4*③左边柱柱顶截面M33.9811.85-4.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N657.23127.45-5.775.77965.65783.56792.43943.56957.231005.641005.64772.311005.64V-20.23-1.764.67-4.67-37.50-20.60-33.98-30.46-42.50-38.00-38.00-20.6042.50柱底截面M34.6512.46-5.655.6563.1234.4352.5653.6762.5662.3462.3432.4568.74N451.3472.35-2.352.35643.45533.56544.55634.56632.36673.45673.45537.05673.45V-21.43-7.233.31-3.31-32.13-23.42-29.54-30.13-38.13-32.45-32.45-21.9338.02左中柱柱顶截面M28.348.995.78-5.7849.0647.3627.6554.6741.4548.4548.4543.5654.43N544.5493.53