《鋼筋混凝土框架結(jié)構(gòu)的內(nèi)力組合計(jì)算案例4100字》

鋼筋混凝土框架結(jié)構(gòu)的內(nèi)力組合計(jì)算案例綜述目錄TOC\o"1-2"\h\u6010鋼筋混凝土框架結(jié)構(gòu)的內(nèi)力組合計(jì)算案例綜述 178851.1塑性彎矩調(diào)幅 1273761.2柱內(nèi)力組合 5272341.3梁內(nèi)力組合 14根據(jù)2019年4月1日執(zhí)行的可靠度統(tǒng)一標(biāo)準(zhǔn)以及荷載設(shè)計(jì)規(guī)范(2012版)，內(nèi)力組合形式如下：內(nèi)力組合1：S內(nèi)力組合2：S地震內(nèi)力組合：S塑性彎矩調(diào)幅根據(jù)混凝土設(shè)計(jì)規(guī)范，對一榀框架豎向荷載進(jìn)行彎矩調(diào)幅，調(diào)幅系數(shù)β取0.9，計(jì)算公式如下：梁兩端調(diào)幅公式：M跨中彎矩不小于同荷載條件下簡支梁跨中彎矩的一半。對一榀框架進(jìn)行調(diào)幅后，結(jié)果見下表：恒載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右5AB-90.2172.80-104.060.9084.97-81.1984.97-93.65BC-32.58-15.84-32.580.908.37-29.328.37-29.32CD-104.0672.80-90.210.9084.97-93.6584.97-81.194AB-112.5862.57-114.280.9088.00-101.3288.00-102.85BC-16.03-4.16-16.030.905.93-14.435.93-14.43CD-114.2862.57-112.580.9088.00-102.8588.00-101.323AB-109.7064.51-113.280.9088.00-98.7388.00-101.95BC-17.32-5.45-17.320.905.93-15.595.93-15.59CD-113.2864.51-109.700.9088.00-101.9588.00-98.732AB-110.1264.20-113.470.9088.00-99.1188.00-102.12BC-17.08-5.21-17.080.905.93-15.375.93-15.37CD-113.4764.20-110.120.9088.00-102.1288.00-99.111AB-103.4169.36-109.860.9088.00-93.0788.00-98.87BC-22.30-10.43-22.300.905.93-20.075.93-20.07CD-109.8669.36-103.410.9088.00-98.8788.00-93.07活載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右AB-8.344.12-8.450.906.26-7.516.26-7.61BC-1.30-0.18-1.300.900.56-1.170.56-1.17CD-8.454.12-8.340.906.26-7.616.26-7.51AB-30.3018.94-31.940.9025.03-27.2725.03-28.75BC-6.93-1.34-6.930.902.80-6.242.80-6.24CD-31.9418.94-30.300.9025.03-28.7525.03-27.27AB-31.1118.30-32.420.9025.03-28.0025.03-29.18BC-6.31-0.72-6.310.902.80-5.682.80-5.68CD-32.4218.30-31.110.9025.03-29.1825.03-28.00AB-31.2318.21-32.470.9025.03-28.1125.03-29.22BC-6.25-0.66-6.250.902.80-5.632.80-5.63CD-32.4718.21-31.230.9025.03-29.2225.03-28.11AB-29.3119.66-31.500.9025.03-26.3825.03-28.35BC-7.67-2.08-7.670.902.80-6.902.80-6.90CD-31.5019.66-29.310.9025.03-28.3525.03-26.38將調(diào)幅后結(jié)果繪圖如下：調(diào)幅后恒載下彎矩圖調(diào)幅后活載下彎矩圖柱內(nèi)力組合第A軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震5柱頂M-90.21-8.345.73-5.7352.59-52.59-124.63-134.94-117.43-134.62-44.89-181.62-181.62-134.94N259.3015.30-1.411.41-12.9112.91358.77361.31351.04355.27303.56337.12337.12361.31柱底M63.2313.21-2.122.12-19.4519.45100.11103.9292.8999.2558.52109.09109.09103.92N291.7015.30-1.411.41-12.9112.91400.89403.43393.16397.39342.44376.00376.00403.434柱頂M-49.36-17.0911.42-11.4286.44-86.44-79.53-100.08-64.98-99.2442.89-181.86-181.86-100.08N581.7276.34-4.894.89-40.2240.22866.34875.15829.06843.73691.58796.15796.15875.15柱底M54.8515.55-6.156.15-46.5446.5489.09100.1678.4196.8614.65135.65135.65100.16N614.1276.34-4.894.89-40.2240.22908.46917.27871.18885.85730.46835.03835.03917.273柱頂M-54.85-15.5515.35-15.35104.17-104.17-80.81-108.44-64.61-110.6660.27-210.57-210.57-108.44N903.87137.42-10.4710.47-79.4379.431371.741390.581303.621335.031063.841270.351270.351390.58柱底M54.0315.32-11.1111.11-75.4375.4383.22103.2269.66102.99-24.03172.09172.09103.22N936.27137.42-10.4710.47-79.4379.431413.861432.701345.741377.151102.721309.241309.241432.702柱頂M-56.09-15.9117.60-17.60105.97-105.97-80.94-112.62-63.22-116.0260.91-214.62-214.62-112.62N1226.05198.51-18.0418.04-127.32127.321875.391907.871775.241829.361424.851755.881755.881907.87柱底M67.9419.27-17.6017.60-105.97105.97101.39133.0782.16134.96-44.67230.85230.85133.07N1258.45198.51-18.0418.04-127.32127.321917.511949.991817.361871.481463.731794.761794.761949.991柱頂M-35.37-10.0220.61-20.61106.99-106.99-42.46-79.56-25.59-87.4290.63-187.54-187.54-79.56N1547.78259.47-27.8527.85-182.04182.042376.252426.382242.782326.331776.372249.672249.672426.38柱底M17.695.01-48.0948.09-249.64249.64-12.7773.79-43.88100.39-300.30348.77348.7773.79N1588.73259.47-27.8527.85-182.04182.042429.492479.622296.022379.571825.512298.812298.812479.62第B軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震5柱頂M71.607.158.94-8.9481.95-81.95111.8595.76114.0087.18196.74-16.32196.7495.76N318.0621.88-1.881.88-17.2917.29444.61447.99433.63439.27372.32417.28372.32447.99柱底M-52.15-11.05-5.035.03-46.1046.10-88.90-79.84-86.94-71.85-129.14-9.28-129.14-79.84N350.4621.88-1.881.88-17.2917.29486.73490.11475.75481.39411.20456.16411.20490.114柱頂M46.0913.9618.42-18.42139.48-139.4897.4464.28102.2146.95245.01-117.64245.0164.28N669.45116.06-7.047.04-58.3958.391038.041050.71981.591002.71797.07948.88797.071050.71柱底M-47.98-13.05-12.8012.80-96.9396.93-93.47-70.43-95.28-56.88-191.4160.60-191.41-70.43N701.85116.06-7.047.04-58.3958.391080.161092.831023.711044.83835.95987.76835.951092.833柱頂M47.9813.0525.41-25.41172.43-172.43104.8259.08114.1937.96289.56-158.75289.5659.08N1021.11210.20-15.5415.54-118.46118.461628.761656.731524.841571.461197.451505.451197.451656.73柱底M-47.62-12.95-21.6421.64-146.89146.89-100.81-61.85-107.96-43.04-255.87126.04-255.87-61.85N1053.51210.20-15.5415.54-118.46118.461670.881698.851566.961613.581236.331544.331236.331698.852柱頂M48.7713.2731.28-31.28188.39-188.39111.4655.15124.2530.41311.39-178.42311.3955.15N1372.74304.33-27.4727.47-194.15194.152216.332265.782062.902145.311577.492082.281577.492265.78柱底M-56.39-15.34-31.2831.28-188.39188.39-124.47-68.16-136.33-42.49-321.78168.03-321.78-68.16N1405.14304.33-27.4727.47-194.15194.152258.452307.902105.022187.431616.372121.161616.372307.901柱頂M31.178.4934.98-34.98181.56-181.5684.7421.77101.91-3.03278.53-193.53278.5321.77N1724.82398.60-42.0842.08-275.79275.792802.292878.042597.682723.921950.422667.471950.422878.04柱底M-15.59-4.25-52.4752.47-272.34272.34-73.8720.58-103.4353.98-375.30332.78-375.3020.58N1765.77398.60-42.0842.08-275.79275.792855.532931.272650.912777.151999.562716.611999.562931.27第C軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震5柱頂M-71.60-7.158.94-8.9481.95-81.95-95.76-111.85-87.18-114.0016.32-196.74-196.74-95.76N318.0621.881.88-1.8817.29-17.29447.99444.61439.27433.63417.28372.32372.32447.99柱底M52.1511.05-5.035.03-46.1046.1079.8488.9071.8586.949.28129.14129.1479.84N350.4621.881.88-1.8817.29-17.29490.11486.73481.39475.75456.16411.20411.20490.114柱頂M-46.09-13.9618.42-18.42139.48-139.48-64.28-97.44-46.95-102.21117.64-245.01-245.01-64.28N669.45116.067.04-7.0458.39-58.391050.711038.041002.71981.59948.88797.07797.071050.71柱底M47.9813.05-12.8012.80-96.9396.9370.4393.4756.8895.28-60.60191.41191.4170.43N701.85116.067.04-7.0458.39-58.391092.831080.161044.831023.71987.76835.95835.951092.833柱頂M-47.98-13.0525.41-25.41172.43-172.43-59.08-104.82-37.96-114.19158.75-289.56-289.56-59.08N1021.11210.2015.54-15.54118.46-118.461656.731628.761571.461524.841505.451197.451197.451656.73柱底M47.6212.95-21.6421.64-146.89146.8961.85100.8143.04107.96-126.04255.87255.8761.85N1053.51210.2015.54-15.54118.46-118.461698.851670.881613.581566.961544.331236.331236.331698.852柱頂M-48.77-13.2731.28-31.28188.39-188.39-55.15-111.46-30.41-124.25178.42-311.39-311.39-55.15N1372.74304.3327.47-27.47194.15-194.152265.782216.332145.312062.902082.281577.491577.492265.78柱底M56.3915.34-31.2831.28-188.39188.3968.16124.4742.49136.33-168.03321.78321.7868.16N1405.14304.3327.47-27.47194.15-194.152307.902258.452187.432105.022121.161616.371616.372307.901柱頂M-31.17-8.4934.98-34.98181.56-181.56-21.77-84.743.03-101.91193.53-278.53-278.53-21.77N1724.82398.6042.08-42.08275.79-275.792878.042802.292723.922597.682667.471950.421950.422878.04柱底M15.594.25-52.4752.47-272.34272.34-20.5873.87-53.98103.43-332.78375.30375.30-20.58N1765.77398.6042.08-42.08275.79-275.792931.272855.532777.152650.912716.611999.561999.562931.27第D軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震5柱頂M90.218.345.73-5.7352.59-52.59134.94124.63134.62117.43181.6244.89181.62134.94N259.3015.301.41-1.4112.91-12.91361.31358.77355.27351.04337.12303.56337.12361.31柱底M-63.23-13.21-2.122.12-19.4519.45-103.92-100.11-99.25-92.89-109.09-58.52-109.09-103.92N291.7015.301.41-1.4112.91-12.91403.43400.89397.39393.16376.00342.44376.00403.434柱頂M49.3617.0911.42-11.4286.44-86.44100.0879.5399.2464.98181.86-42.89181.86100.08N581.7276.344.89-4.8940.22-40.22875.15866.34843.73829.06796.15691.58796.15875.15柱底M-54.85-15.55-6.156.15-46.5446.54-100.16-89.09-96.86-78.41-135.65-14.65-135.65-100.16N614.1276.344.89-4.8940.22-40.22917.27908.46885.85871.18835.03730.46835.03917.273柱頂M54.8515.5515.35-15.35104.17-104.17108.4480.81110.6664.61210.57-60.27210.57108.44N903.87137.4210.47-10.4779.43-79.431390.581371.741335.031303.621270.351063.841270.351390.58柱底M-54.03-15.32-11.1111.11-75.4375.43-103.22-83.22-102.99-69.66-172.0924.03-172.09-103.22N936.27137.4210.47-10.4779.43-79.431432.701413.861377.151345.741309.241102.721309.241432.702柱頂M56.0915.9117.60-17.60105.97-105.97112.6280.94116.0263.22214.62-60.91214.62112.62N1226.05198.5118.04-18.04127.32-127.321907.871875.391829.361775.241755.881424.851755.881907.87柱底M-67.94-19.27-17.6017.60-105.97105.97-133.07-101.39-134.96-82.16-230.8544.67-230.85-133.07N1258.45198.5118.04-18.04127.32-127.321949.991917.511871.481817.361794.761463.731794.761949.991柱頂M35.3710.0220.61-20.61106.99-106.9979.5642.4687.4225.59187.54-90.63187.5479.56N1547.78259.4727.85-27.85182.04-182.042426.382376.252326.332242.782249.671776.372249.672426.38柱底M-17.69-5.01-48.0948.09-249.64249.64-73.7912.77-100.3943.88-348.77300.30-348.77-73.79N1588.73259.4727.85-27.85182.04-182.042479.622429.492379.572296.022298.811825.512298.812479.62根據(jù)彎矩計(jì)算剪力使用下面公式：V以A軸底層為例，計(jì)算一榀框架柱剪力，并進(jìn)行匯總：A軸:框架柱剪力表柱號層數(shù)恒載

SGK活載

SQK左風(fēng)

SWK右風(fēng)

SWK左震

SEK右震

SEK1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重+1.3SE設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震A542.625.99-2.182.18-20.0120.0162.4366.3558.4364.9728.7280.7580.75428.959.07-4.884.88-36.9436.9446.8555.6339.8454.48-7.8488.2088.20330.248.57-7.357.35-49.8949.8945.5558.7837.2959.34-23.43106.29106.29234.459.77-9.789.78-58.8758.8750.6468.2440.3769.71-29.33123.73123.73111.663.30-15.1015.10-78.3878.386.5233.70-4.0341.27-85.92117.87117.87B5-34.38-5.06-3.883.88-35.5735.57-55.78-48.79-55.83-44.19-90.531.95-90.534-26.13-7.50-8.678.67-65.6765.67-53.02-37.42-54.85-28.84-121.2349.51-121.233-26.56-7.22-13.0713.07-88.7088.70-57.12-33.59-61.71-22.50-151.5179.11-151.512-29.21-7.95-17.3817.38-104.66104.66-65.54-34.26-72.39-20.25-175.8896.24-175.881-10.28-2.80-19.2219.22-99.7699.76-34.86-0.27-45.1312.53-143.70115.67-143.70C534.385.06-3.883.88-35.5735.5748.7955.7844.1955.83-1.9590.5390.53426.137.50-8.678.67-65.6765.6737.4253.0228.8454.85-49.51121.23121.23326.567.22-13.0713.07-88.7088.7033.5957.1222.5061.71-79.11151.51151.51229.217.95-17.3817.38-104.66104.6634.2665.5420.2572.39-96.24175.88175.88110.282.80-19.2219.22-99.7699.760.2734.86-12.5345.13-115.67143.70143.70D5-42.62-5.99-2.182.18-20.0120.01-66.35-62.43-64.97-58.43-80.75-28.72-80.754-28.95-9.07-4.884.88-36.9436.94-55.63-46.85-54.48-39.84-88.207.84-88.203-30.24-8.57-7.357.35-49.8949.89-58.78-45.55-59.34-37.29-106.2923.43-106.292-34.45-9.77-9.789.78-58.8758.87-68.24-50.64-69.71-40.37-123.7329.33-123.731-11.66-3.30-15.1015.10-78.3878.38-33.70-6.52-41.274.03-117.8785.92-117.87梁內(nèi)力組合按照荷載規(guī)范，對框架梁的內(nèi)力進(jìn)行組合，組合過程以及設(shè)計(jì)值見下表：第5層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB左端M-81.19-7.515.73-5.7352.59-52.59-111.66-121.97-104.84-122.03-33.57-170.30-170.30V97.357.30-1.411.41-12.9112.91136.24138.77132.10136.33104.42137.98137.98右端M-93.65-7.61-3.903.90-35.7435.74-136.67-129.65-135.59-123.89-163.41-70.48-163.41V-101.40-7.33-1.411.41-12.9112.91-144.08-141.55-141.63-137.40-142.86-109.30-142.86BC左端M-29.32-1.175.04-5.0446.21-46.21-35.33-44.41-31.78-46.9024.19-95.96-95.96V21.891.47-3.293.29-30.2030.2027.7033.6225.0734.94-12.1166.4166.41右端M-29.32-1.17-5.045.04-46.2146.21-44.41-35.33-46.90-31.78-95.9624.19-95.96V-21.89-1.47-3.293.29-30.2030.20-33.62-27.70-34.94-25.07-66.4112.11-66.41CD左端M-93.65-7.613.90-3.9035.74-35.74-129.65-136.67-123.89-135.59-70.48-163.41-163.41V101.407.33-1.411.41-12.9112.91141.55144.08137.40141.63109.30142.86142.86右端M-81.19-7.51-5.735.73-52.5952.59-121.97-111.66-122.03-104.84-170.30-33.57-170.30V-97.35-7.30-1.411.41-12.9112.91-138.77-136.24-136.33-132.10-137.98-104.42-137.98AB跨中M84.976.260.000.000.000.00119.85119.85117.03117.0388.1088.10119.85BCM8.370.560.000.000.000.0011.7211.7211.4711.478.658.6511.72CDM84.976.260.000.000.000.00119.85119.85117.03117.0388.1088.10119.85第4層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB左端M-101.32-27.2713.54-13.54105.89-105.89-160.44-184.81-140.04-180.66-0.29-275.60-275.60V102.6729.04-3.483.48-27.3127.31173.90180.16158.74169.18105.12176.13176.13右端M-102.85-28.75-10.2310.23-80.9280.92-186.04-167.62-179.24-148.55-245.87-35.47-245.87V-103.17-29.51-3.483.48-27.3127.31-181.52-175.25-170.33-159.89-177.01-106.01-177.01BC左端M-14.43-6.2413.22-13.22104.66-104.66-16.22-40.02-5.48-45.14115.00-157.12-157.12V15.527.31-8.648.64-68.4168.4123.3738.9214.8940.81-65.92111.94111.94右端M-14.43-6.24-13.2213.22-104.66104.66-40.02-16.22-45.14-5.48-157.12115.00-157.12V-15.52-7.31-8.648.64-68.4168.41-38.92-23.37-40.81-14.89-111.9465.92-111.94CD左端M-102.85-28.7510.23-10.2380.92-80.92-167.62-186.04-148.55-179.24-35.47-245.87-245.87V103.1729.51-3.483.48-27.3127.31175.25181.52159.89170.33106.01177.01177.01右端M-101.32-27.27-13.5413.54-105.89105.89-184.81-160.44-180.66-140.04-275.60-0.29-275.60V-102.67-29.04-3.483.48-27.3127.31-180.16-173.90-169.18-158.74-176.13-105.12-176.13AB跨中M88.0025.030.000.000.000.00151.95151.95140.68140.68100.52100.52151.95BCM5.932.800.000.000.000.0011.9111.9110.6510.657.337.3311.91CDM88.0025.030.000.000.000.00151.95151.95140.68140.68100.52100.52151.95第3層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB左端M-98.73-28.0021.50-21.50150.71-150.71-151.00-189.70-125.50-190.0060.65-331.20-331.20V102.4029.08-5.585.58-39.2139.21171.72181.76155.28172.0289.36191.30191.30右端M-101.95-29.18-16.6616.66-117.46117.46-191.30-161.31-188.16-138.18-292.5512.85-292.55V-103.44-29.47-5.585.58-39.2139.21-183.70-173.66-173.79-157.05-192.78-90.84-192.78BC左端M-15.59-5.6821.55-21.55151.90-151.90-9.39-48.186.09-58.56175.35-219.59-219.59V15.527.31-14.0814.08-99.2899.2818.4743.816.7348.97-106.05152.07152.07右端M-15.59-5.68-21.5521.55-151.90151.90-48.18-9.39-58.566.09-219.59175.35-219.59V-15.52-7.31-14.0814.08-99.2899.28-43.81-18.47-48.97-6.73-152.07106.05-152.07CD左端M-101.95-29.1816.66-16.66117.46-117.46-161.31-191.30-138.18-188.1612.85-292.55-292.55V103.4429.47-5.585.58-39.2139.21173.66183.70157.05173.7990.84192.78192.78右端M-98.73-28.00-21.5021.50-150.71150.71-189.70-151.00-190.00-125.50-331.2060.65-331.20V-102.40-29.08-5.585.58-39.2139.21-181.76-171.72-172.02-155.28-191.30-89.36-191.30AB跨中M88.0025.030.000.000.000.00151.95151.95140.68140.68100.52100.52151.95BCM5.932.800.000.000.000.0011.9111.9110.6510.657.337.3311.91CDM88.0025.030.000.000.000.00151.95151.95140.68140.68100.52100.52151.95第2層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風(fēng)

SW左右風(fēng)

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設(shè)計(jì)值左風(fēng)右風(fēng)左風(fēng)右風(fēng)左震右震AB左端M-99.11-28.1128.71-28.71181.40-181.40-145.17-196.85-115.29-201.42100.02-371.62-371.62V102.4329.09-7.577.57-47.8947.89169.98183.61152.35175.0678.11202.63202.63右端M-102.12-29.22-23.0823.08-146.20146.20-197.36-155.81-198.06-128.82-330.1449.98-330.14V-103.41-29.46-7.577.57-47.8947.89-185.44-171.81-176.72-154.01-204.03-79.51-204.03BC左端M-15.37-5.6329.84-29.84189.08-189.08-1.57-55.2818.87-70.65223.98-267.63-267.63V15.527.31-19.5019.50-123.58123.5813.5948.69-1.4057.10-137.64183.66183.66右端M-15.37-5.63-29.8429.84-189.08189.08-55.28-1.57-70.6518.87-267.63223.98-267.63V-15.52-7.31-19.5019.50-123.58123.58-48.69-13.59-57.101.40-183.66137.64-183.66CD左端M-102.12-29.2223.08-23.08146.20-146.20-155.81-197.36-128.82-198.0649.98-330.14-330.14V103.4129.46-7.577.5