某7層酒店結(jié)構(gòu)載荷設計中的內(nèi)力組合計算過程案例目錄TOC\o"1-3"\h\u27884某7層酒店結(jié)構(gòu)載荷設計中的內(nèi)力組合計算過程案例 118343§1.1彎矩調(diào)幅 128268§1.2柱內(nèi)力組合 430960§1.3梁內(nèi)力組合 11根據(jù)荷載設計規(guī)范，設計考慮內(nèi)力組合形式如下：1．無地震作用效應組合（一般荷載組合）組合1：S組合2：S有地震作用效應組合地震組合：S彎矩調(diào)幅根據(jù)豎向荷載下一榀框架受力特性，支座彎矩為最大處，對應配筋亦相對較大，當在節(jié)點處鋼筋較多時，對現(xiàn)場施工以及質(zhì)量保證都存在一定的難度。且按照強柱弱梁概念，允許梁端適當塑性變形，按照力的平衡，相應于要增大跨中的彎矩，即進行梁端的彎矩調(diào)幅，鑒于梁端塑性變形能力有限，進行彎矩調(diào)幅時，其幅度需進行限制，且調(diào)幅時，應控制跨中的彎矩不得小于梁為簡支情況下跨中彎矩的一半。本設計中，彎矩調(diào)幅系數(shù)取β=0.90。梁端調(diào)幅公式：M梁端調(diào)幅之后，需對跨中進行調(diào)整，即按照平衡條件求解跨中的彎矩：M=塑性調(diào)幅后，結(jié)果見下圖：圖5-1調(diào)幅后恒載下彎矩圖（單位：kN·m）圖5-2調(diào)幅后活載下彎矩圖（單位：kN·m）柱內(nèi)力組合表5-1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

SW右風

SW地震

SE1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2SG±1.3S｜M｜max

及NNmax

及M左風右風左風右風左震右震7柱頂M-77.01-7.223.22-3.2222.37-99.82-105.22-94.98-104.00-67.66-125.83-125.83-105.22N273.0116.98-0.710.71-4.93350.79351.98343.26345.25331.39344.21344.21351.98柱底M51.7111.48-1.071.07-7.4677.2379.0271.8074.8052.3581.0681.0681.06N295.7016.98-0.710.71-4.93378.02379.21370.49372.47403.02415.84415.84415.846柱頂M-38.17-14.857.00-7.0035.31-60.71-72.47-50.56-70.16-8.81-100.62-100.62-72.47N544.8184.87-2.602.60-15.04770.41774.77733.30740.58685.14724.25724.25774.77柱底M43.4013.55-3.773.77-19.0267.8874.2260.0870.6435.4884.9484.9474.22N567.5084.87-2.602.60-15.04797.63802.00760.53767.81712.37751.47751.478025柱頂M-43.40-13.5510.13-10.1344.93-62.54-79.56-51.18-79.54-1.80-118.62-118.62-79.56N816.31152.81-5.905.90-30.291188.551198.461121.071137.591031.881110.631110.631198.46柱底M43.4013.55-6.766.76-29.9565.3776.7355.9074.8221.2899.1599.1576.73N839.00152.81-5.905.90-30.291215.781225.691148.291164.811059.111137.861137.861225.694柱頂M-43.40-13.5512.42-12.4250.41-60.62-81.48-47.97-82.755.32-125.74-125.74-81.48N1087.81220.75-10.4710.47-49.471605.631623.221507.051536.371373.511502.131502.131623.22柱底M43.4013.55-10.1710.17-41.2462.5179.5951.1279.606.60113.82113.8279.59N1110.50220.75-10.4710.47-49.471632.861650.441534.281563.591400.741529.361529.361650.443柱頂M-43.40-13.5515.41-15.4157.45-58.11-83.99-43.79-86.9314.47-134.90-134.90-83.99N1359.31288.69-16.5316.53-72.872021.452049.221890.951937.231709.661899.121899.122049.22柱底M42.6913.33-12.6112.61-47.0159.3080.4846.6481.95-1.89120.34120.3480.48N1382.00288.69-16.5316.53-72.872048.682076.451918.171964.461736.881926.351926.352076.452柱頂M-44.53-13.9016.73-16.7356.76-58.84-86.95-43.64-90.4812.01-135.56-135.56-86.95N1630.85356.64-23.5823.58-97.832436.512476.122273.522339.542043.822298.182298.182476.12柱底M53.9116.83-16.7316.73-56.7674.20102.3157.76104.611.00148.58148.58102.31N1653.54356.64-23.5823.58-97.832463.742503.352300.742366.772071.052325.412325.412503.351柱頂M-27.14-8.4721.73-21.7365.73-26.17-62.68-10.45-71.2947.80-123.10-123.10-62.68N1901.91424.45-32.5932.59-126.542849.152903.902652.632743.882372.462701.462701.462903.9柱底M13.574.24-42.1842.18-127.59-13.2157.65-38.6179.49-147.04184.69184.6957.65N1931.78424.45-32.5932.59-126.542884.992939.742688.472779.722408.302737.312737.312939.74表5-2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

SW右風

SW地震

SE1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2SG±1.3S｜M｜max

及NNmax

及M左風右風左風右風左震右震7柱頂M58.446.115.17-5.1735.9083.0274.3483.3568.88120.4627.12120.4674.34N334.2722.75-2.022.02-14.05431.28434.67420.59426.25396.51433.04396.51434.67柱底M-41.23-9.68-3.173.17-22.00-65.69-60.37-63.40-54.52-83.88-26.68-83.88-60.37N356.9622.75-2.022.02-14.05458.51461.90447.82453.47423.74460.27423.74461.96柱頂M35.5212.2311.90-11.9060.1169.7449.7571.2737.95128.11-28.18128.1149.75N641.87113.96-8.108.10-47.33922.98936.59870.58893.26777.09900.15777.09936.59柱底M-37.11-11.52-8.988.98-45.34-68.20-53.12-68.39-43.25-110.397.50-110.39-53.12N664.56113.96-8.108.10-47.33950.21963.82897.81920.49804.32927.38804.32963.825柱頂M37.1111.5218.03-18.0379.9475.8145.5181.0630.58155.37-52.48155.3745.51N949.77205.12-19.0719.07-98.291410.871442.911314.041367.441135.021390.571135.021442.91柱底M-37.11-11.52-14.7614.76-65.41-73.06-48.26-76.49-35.16-136.4833.59-136.48-48.26N972.46205.12-19.0719.07-98.291438.101470.141341.271394.671162.251417.801162.251470.144柱頂M37.1111.5222.81-22.8192.4979.8241.5087.7623.89171.68-68.79171.6841.5N1257.67296.28-34.3634.36-162.561895.131952.861751.451847.661475.641898.301475.641952.86柱底M-37.11-11.52-21.0521.05-85.38-78.34-42.98-85.29-26.35-162.4459.55-162.44-42.98N1280.36296.28-34.3634.36-162.561922.361980.091778.681874.891502.871925.531502.871980.093柱頂M37.1111.5228.30-28.30105.4684.4336.8995.4416.20188.54-85.65188.5436.89N1565.57387.44-54.3854.38-240.022375.422466.782182.242334.511799.122423.171799.122466.78柱底M-36.87-11.45-26.1226.12-97.34-82.21-38.33-92.03-18.90-177.6675.43-177.66-38.33N1588.26387.44-54.3854.38-240.022402.652494.012209.472361.741826.352450.401826.352494.012柱頂M37.7311.7132.48-32.48110.1688.9534.39102.2211.28195.51-90.91195.5134.39N1873.43478.59-78.3078.30-324.722852.372983.912607.512826.752113.132957.412113.132983.91柱底M-43.10-13.38-32.4832.48-110.16-97.74-43.17-110.30-19.36-202.9683.46-202.96-43.17N1896.12478.59-78.3078.30-324.722879.603011.142634.742853.982140.362984.632140.363011.141柱頂M23.257.2239.73-39.73120.1271.384.6390.60-20.65188.39-123.92188.394.63N2181.76569.89-107.45107.45-417.713325.703506.223026.173327.032417.023503.072417.023506.22柱底M-11.63-3.61-48.5648.56-146.82-59.8021.78-85.4850.49-206.99174.74-206.9921.78N2211.63569.89-107.45107.45-417.713361.543542.063062.023362.882452.873538.912452.873542.06表5-3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

SW右風

SW地震

SE1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2SG±1.3S｜M｜max

及NNmax

及M左風右風左風右風左震右震7柱頂M-58.44-6.115.17-5.1735.90-74.34-83.02-68.88-83.35-27.12-120.46-120.46-74.34N334.2722.752.02-2.0214.05434.67431.28426.25420.59433.04396.51396.51434.67柱底M41.239.68-3.173.17-22.0060.3765.6954.5263.4026.6883.8883.8860.37N356.9622.752.02-2.0214.05461.90458.51453.47447.82460.27423.74423.74461.96柱頂M-35.52-12.2311.90-11.9060.11-49.75-69.74-37.95-71.2728.18-128.11-128.11-49.78N641.87113.968.10-8.1047.33936.59922.98893.26870.58900.15777.09777.09936.59柱底M37.1111.52-8.988.98-45.3453.1268.2043.2568.39-7.50110.39110.3953.12N664.56113.968.10-8.1047.33963.82950.21920.49897.81927.38804.32804.32963.825柱頂M-37.11-11.5218.03-18.0379.94-45.51-75.81-30.58-81.0652.48-155.37-155.37-45.51N949.77205.1219.07-19.0798.291442.911410.871367.441314.041390.571135.021135.021442.91柱底M37.1111.52-14.7614.76-65.4148.2673.0635.1676.49-33.59136.48136.4848.26N972.46205.1219.07-19.0798.291470.141438.101394.671341.271417.801162.251162.251470.144柱頂M-37.11-11.5222.81-22.8192.49-41.50-79.82-23.89-87.7668.79-171.68-171.68-41.5N1257.67296.2834.36-34.36162.561952.861895.131847.661751.451898.301475.641475.641952.86柱底M37.1111.52-21.0521.05-85.3842.9878.3426.3585.29-59.55162.44162.4442.98N1280.36296.2834.36-34.36162.561980.091922.361874.891778.681925.531502.871502.871980.093柱頂M-37.11-11.5228.30-28.30105.46-36.89-84.43-16.20-95.4485.65-188.54-188.54-36.89N1565.57387.4454.38-54.38240.022466.782375.422334.512182.242423.171799.121799.122466.78柱底M36.8711.45-26.1226.12-97.3438.3382.2118.9092.03-75.43177.66177.6638.33N1588.26387.4454.38-54.38240.022494.012402.652361.742209.472450.401826.351826.352494.012柱頂M-37.73-11.7132.48-32.48110.16-34.39-88.95-11.28-102.2290.91-195.51-195.51-34.39N1873.43478.5978.30-78.30324.722983.912852.372826.752607.512957.412113.132113.132983.91柱底M43.1013.38-32.4832.48-110.1643.1797.7419.36110.30-83.46202.96202.9643.17N1896.12478.5978.30-78.30324.723011.142879.602853.982634.742984.632140.362140.363011.141柱頂M-23.25-7.2239.73-39.73120.12-4.63-71.3820.65-90.60123.92-188.39-188.39-4.63N2181.76569.89107.45-107.45417.713506.223325.703327.033026.173503.072417.022417.023506.22柱底M11.633.61-48.5648.56-146.82-21.7859.80-50.4985.48-174.74206.99206.99-21.78N2211.63569.89107.45-107.45417.713542.063361.543362.883062.023538.912452.872452.873542.06表5-4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

SW右風

SW地震

SE1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2SG±1.3S｜M｜max

及NNmax

及M左風右風左風右風左震右震7柱頂M77.017.223.22-3.2222.37105.2299.82104.0094.98125.8367.66125.83105.22N273.0116.980.71-0.714.93351.98350.79345.25343.26344.21331.39344.21351.98柱底M-51.71-11.48-1.071.07-7.46-79.02-77.23-74.80-71.80-78.64-59.24-81.06-81.06N295.7016.980.71-0.714.93379.21378.02372.47370.49371.44358.62415.84415.846柱頂M38.1714.857.00-7.0035.3172.4760.7170.1650.56100.628.81100.6272.47N544.8184.872.60-2.6015.04774.77770.41740.58733.30724.25685.14724.25774.77柱底M-43.40-13.55-3.773.77-19.02-74.22-67.88-70.64-60.08-84.94-35.48-84.94-74.22N567.5084.872.60-2.6015.04802.00797.63767.81760.53751.47712.37751.478025柱頂M43.4013.5510.13-10.1344.9379.5662.5479.5451.18118.621.80118.6279.56N816.31152.815.90-5.9030.291198.461188.551137.591121.071110.631031.881110.631198.46柱底M-43.40-13.55-6.766.76-29.95-76.73-65.37-74.82-55.90-99.15-21.28-99.15-76.73N839.00152.815.90-5.9030.291225.691215.781164.811148.291137.861059.111137.861225.694柱頂M43.4013.5512.42-12.4250.4181.4860.6282.7547.97125.74-5.32125.7481.48N1087.81220.7510.47-10.4749.471623.221605.631536.371507.051502.131373.511502.131623.22柱底M-43.40-13.55-10.1710.17-41.24-79.59-62.51-79.60-51.12-113.82-6.60-113.82-79.59N1110.50220.7510.47-10.4749.471650.441632.861563.591534.281529.361400.741529.361650.443柱頂M43.4013.5515.41-15.4157.4583.9958.1186.9343.79134.90-14.47134.9083.99N1359.31288.6916.53-16.5372.872049.222021.451937.231890.951899.121709.661899.122049.22柱底M-42.69-13.33-12.6112.61-47.01-80.48-59.30-81.95-46.64-120.341.89-120.34-80.48N1382.00288.6916.53-16.5372.872076.452048.681964.461918.171926.351736.881926.352076.452柱頂M44.5313.9016.73-16.7356.7686.9558.8490.4843.64135.56-12.01135.5686.95N1630.85356.6423.58-23.5897.832476.122436.512339.542273.522298.182043.822298.182476.12柱底M-53.91-16.83-16.7316.73-56.76-102.31-74.20-104.61-57.76-148.58-1.00-148.58-102.31N1653.54356.6423.58-23.5897.832503.352463.742366.772300.742325.412071.052325.412503.351柱頂M27.148.4721.73-21.7365.7362.6826.1771.2910.45123.10-47.80123.1062.68N1901.91424.4532.59-32.59126.542903.902849.152743.882652.632701.462372.462701.462903.9柱底M-13.57-4.24-42.1842.18-127.59-57.6513.21-79.4938.61-184.69147.04-184.69-57.65N1931.78424.4532.59-32.59126.542939.742884.992779.722688.472737.312408.302737.312939.74剪力計算公式為：V以A軸首層為例，對柱端剪力進行計算，過程如下：A軸:表5-5框架柱剪力表柱號層數(shù)恒載

SGK活載

SQK左風

SWK右風

SWK左震

SEK1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震A742.916.23-1.431.43-9.9459.0161.4255.6059.6042.3168.1568.15627.199.47-3.593.59-18.1142.8748.9036.8846.9314.7761.8561.85528.939.03-5.635.63-24.9642.6352.0935.6851.457.6972.5872.58428.939.03-7.537.53-30.5541.0353.6833.0254.110.4279.8579.85328.708.96-9.349.34-34.8239.1454.8330.1456.30-5.4585.0885.08232.8110.24-11.1511.15-37.8444.3463.0733.8065.02-3.6894.7194.71110.313.22-16.1816.18-48.943.2930.47-7.1238.18-49.3277.9377.93B7-33.22-5.26-2.782.78-19.30-49.56-44.89-48.91-41.13-68.11-17.93-68.116-24.21-7.92-6.966.96-35.15-45.99-34.29-46.56-27.07-79.5011.89-79.505-24.74-7.68-10.9310.93-48.45-49.62-31.26-52.52-21.91-97.2828.69-97.284-24.74-7.68-14.6214.62-59.29-52.72-28.16-57.68-16.75-111.3742.78-111.373-24.66-7.66-18.1418.14-67.60-55.55-25.08-62.49-11.70-122.0753.69-122.072-26.94-8.36-21.6521.65-73.44-62.22-25.85-70.83-10.21-132.8258.13-132.821-8.83-2.74-22.3522.35-67.58-33.214.34-44.5718.01-100.0975.61-100.09C733.225.26-2.782.78-19.3044.8949.5641.1348.9117.9368.1168.11624.217.92-6.966.96-35.1534.2945.9927.0746.56-11.8979.5079.50524.747.68-10.9310.93-48.4531.2649.6221.9152.52-28.6997.2897.28424.747.68-14.6214.62-59.2928.1652.7216.7557.68-42.78111.37111.37324.667.66-18.1418.14-67.6025.0855.5511.7062.49-53.69122.07122.07226.948.36-21.6521.65-73.4425.8562.2210.2170.83-58.13132.82132.8218.832.74-22.3522.35-67.58-4.3433.21-18.0144.57-75.61100.09100.09D7-42.91-6.23-1.431.43-9.94-61.42-59.01-59.60-55.60-68.15-42.31-68.156-27.19-9.47-3.593.59-18.11-48.90-42.87-46.93-36.88-61.85-14.77-61.855-28.93-9.03-5.635.63-24.96-52.09-42.63-51.45-35.68-72.58-7.69-72.584-28.93-9.03-7.537.53-30.55-53.68-41.03-54.11-33.02-79.85-0.42-79.853-28.70-8.96-9.349.34-34.82-54.83-39.14-56.30-30.14-85.085.45-85.082-32.81-10.24-11.1511.15-37.84-63.07-44.34-65.02-33.80-94.713.68-94.711-10.31-3.22-16.1816.18-48.94-30.47-3.29-38.187.12-77.9349.32-77.93梁內(nèi)力組合框架梁的內(nèi)力組合見下表：表5-6第7層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW右風

SW地震

SE1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-69.31-6.503.22-3.2222.37-89.57-94.98-85.03-94.05-57.99-116.15-116.15V81.956.10-0.710.71-4.93106.28107.48103.32105.3195.59108.41108.41右端M-83.21-6.64-1.891.89-13.13-110.74-107.56-109.01-103.71-120.90-86.77-120.90V-86.24-6.14-0.710.71-4.93-112.68-111.49-110.50-108.51-113.58-100.76-113.58BC左端M-30.62-1.153.28-3.2822.77-35.60-41.11-33.28-42.46-7.83-67.04-67.04V13.920.91-2.732.73-18.9815.6820.2713.7721.42-7.4241.9241.92右端M-30.62-1.15-3.283.28-22.77-41.11-35.60-42.46-33.28-67.04-7.83-67.04V-13.92-0.91-2.732.73-18.98-20.27-15.68-21.42-13.77-41.927.42-41.92CD左端M-83.21-6.641.89-1.8913.13-107.56-110.74-103.71-109.01-86.77-120.90-120.90V86.246.14-0.710.71-4.93111.49112.68108.51110.50100.76113.58113.58右端M-69.31-6.50-3.223.22-22.37-94.98-89.57-94.05-85.03-116.15-57.99-116.15V-81.95-6.10-0.710.71-4.93-107.48-106.28-105.31-103.32-108.41-95.59-108.41AB跨中M75.114.450.000.000.00105.76105.7694.4994.4977.3477.34105.76BCM29.070.860.000.000.0040.0940.0935.7335.7329.5029.5040.09CDM75.114.450.000.000.00105.76105.7694.4994.4977.3477.34表5-7第6層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW右風

SW地震

SE1.32SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-80.89-23.708.07-8.0742.77-123.47-137.03-109.00-131.59-55.69-166.89-166.89V78.3724.33-1.891.89-10.11126.52129.69115.24120.5395.50121.79121.79右端M-82.38-25.12-5.515.51-30.04-138.65-129.40-131.19-115.76-152.98-74.88-152.98V-78.83-24.77-1.891.89-10.11-130.86-127.69-121.52-116.22-122.60-96.32-122.60BC左端M-13.29-5.409.56-9.5652.07-15.48-31.54-7.86-34.6248.50-86.88-86.88V10.083.60-7.977.97-43.3910.4423.834.4726.78-42.1570.6670.66右端M-13.29-5.40-9.569.56-52.07-31.54-15.48-34.62-7.86-86.8848.50-86.88V-10.08-3.60-7.977.97-43.39-23.83-10.44-26.78-4.47-70.6642.15-70.66CD左端M-82.38-25.125.51-5.5130.04-129.40-138.65-115.76-131.19-74.88-152.98-152.98V78.8324.77-1.891.89-10.11127.69130.86116.22121.5296.32122.60122.60右端M-80.89-23.70-8.078.07-42.77-137.03-123.47-131.59-109.00-166.89-55.69-166.89V-78.37-24.33-1.891.89-10.11-129.69-126.52-120.53-115.24-121.79-95.50-121.79AB跨中M59.8419.780.000.000.00100.17100.1791.1991.1969.7369.73100.17BCM10.204.440.000.000.0018.4618.4616.5916.5912.4212.4218.46CDM59.8419.780.000.000.00100.17100.1791.1991.1969.7369.73表5-8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

SW右風

SW地震

SE1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-78.12-24.3913.90-13.9063.95-116.21-139.57-98.19-137.11-25.24-191.51-191.51V78.0724.38-3.303.30-15.25125.04130.59112.96122.2088.49128.14128.14右端M-81.54-25.49-9.889.88-45.83-141.83-125.23-136.66-109.00-172.72-53.56-172.72V-79.13-24.72-3.303.30-15.25-132.34-126.79-123.80-114.56-129.61-89.96-129.61BC左端M-14.75-4.7517.13-17.1379.45-9.96-38.741.63-46.3482.73-123.83-123.83V10.083.60-14.2714.27-66.215.1529.12-4.3535.60-71.82100.33100.33右端M-14.75-4.75-17.1317.13-79.45-38.74-9.96-46.341.63-123.8382.73-123.83V-10.08-3.60-14.2714.27-66.21-29.12-5.15-35.604.35-100.3371.82-100.33CD左端M-81.54-25.499.88-9.8845.83-125.23-141.83-109.00-136.66-53.56-172.72-172.72V79.1324.72-3.303.30-15.25126.79132.34114.56123.8089.96129.61129.61右端M-78.12-24.39-13.9013.90-63.95-139.57-116.21-137.11-98.19-191.51-25.24-191.51V-78.07-24.38-3.303.30-15.25-130.59-125.04-122.20-112.96-128.14-88.49-128.14AB跨中M61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28102.09BCM11.983.650.000.000.0019.7519.7517.9517.9513.8013.8019.75CDM61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28表5-9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

SW右風

SW地震

SE1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-78.12-24.3919.18-19.1880.36-111.78-144.00-90.79-144.50-3.91-212.85-212.85V78.0724.38-4.574.57-19.18123.98131.65111.18123.9783.38133.25133.25右端M-81.54-25.49-13.7413.74-57.76-145.08-121.99-142.06-103.59-188.23-38.05-188.23V-79.13-24.72-4.574.57-19.18-133.40-125.73-125.58-112.78-134.72-84.85-134.72BC左端M-14.75-4.7523.83-23.83100.14-4.33-44.3711.01-55.72109.63-150.73-150.73V10.083.60-19.8619.86-83.450.4533.82-12.1843.43-94.23122.74122.74右端M-14.75-4.75-23.8323.83-100.14-44.37-4.33-55.7211.01-150.73109.63-150.73V-10.08-3.60-19.8619.86-83.45-33.82-0.45-43.4312.18-122.7494.23-122.74CD左端M-81.54-25.4913.74-13.7457.76-121.99-145.08-103.59-142.06-38.05-188.23-188.23V79.1324.72-4.574.57-19.18125.73133.40112.78125.5884.85134.72134.72右端M-78.12-24.39-19.1819.18-80.36-144.00-111.78-144.50-90.79-212.85-3.91-212.85V-78.07-24.38-4.574.57-19.18-131.65-123.98-123.97-111.18-133.25-83.38-133.25AB跨中M61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28102.09BCM11.983.650.000.000.0019.7519.7517.9517.9513.8013.8019.75CDM61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28表5-10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

SW右風

SW地震

SE1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-78.12-24.3925.58-25.5898.69-106.40-149.38-81.83-153.4619.92-236.68-236.68V78.0724.38-6.066.06-23.40122.73132.91109.09126.0677.89138.73138.73右端M-81.54-25.49-18.0518.05-69.81-148.70-118.37-148.10-97.56-203.89-22.39-203.89V-79.13-24.72-6.066.06-23.40-134.65-124.47-127.67-110.70-140.21-79.37-140.21BC左端M-14.75-4.7531.30-31.30121.031.94-50.6421.46-66.17136.79-177.89-177.89V10.083.60-26.0826.08-100.86-4.7739.04-20.8952.14-116.86145.37145.37右端M-14.75-4.75-31.3031.30-121.03-50.641.94-66.1721.46-177.89136.79-177.89V-10.08-3.60-26.0826.08-100.86-39.044.77-52.1420.89-145.37116.86-145.37CD左端M-81.54-25.4918.05-18.0569.81-118.37-148.70-97.56-148.10-22.39-203.89-203.89V79.1324.72-6.066.06-23.40124.47134.65110.70127.6779.37140.21140.21右端M-78.12-24.39-25.5825.58-98.69-149.38-106.40-153.46-81.83-236.6819.92-236.68V-78.07-24.38-6.066.06-23.40-132.91-122.73-126.06-109.09-138.73-77.89-138.73AB跨中M61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28102.09BCM11.983.650.000.000.0019.7519.7517.9517.9513.8013.8019.75CDM61.6519.250.000.000.00102.09102.0992.8592.8571.2871.28表5-11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

SW右風

SW地震

SE1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2SG±1.3S設計值左風右風左風右風左震右震AB左端M-78.50-24.5129.34-29.34103.77-103.87-153.16-77.14-159.3025.99-243.81-243.81V78.1124.39-7.057.05-24.96121.96133.80107.76127.5075.92140.81140.81右端M-81.67-25.53-21.4421.44-75.91-151.76-115.74-153.04-93.01-212.01-14.64-212.01V-79.09-24.71-7.057.05-24.96-135.42-123.58-1