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1、附錄 A表 A1梁的內(nèi)力組合表層次截面位置內(nèi)力恒載活載風(fēng)載1.2*恒1.3* 地震1.0*恒1.3* 地震1.35*恒+0.7*1.4*活1.2*恒+1.4*活1.0 恒+1.4*活1.2*恒+1.4*活0.6*1.4* 風(fēng)載1.0*恒+1.4*活0.6*1.4* 風(fēng)載1.2*恒+0.7*1.4*活1.4* 風(fēng)載1.0*恒+0.7*1.4*活1.4* 風(fēng)載MAXMIN五層AM-30.2-3.55.3642.8114533-68 9519.0673-64.41-44.2-41.18-35.13-36.67-45.68-30.6-39.63-32.2-47.21-26.2-41.16419.067
2、-68.95V50.074.96-1.65-10.543.46468.89334.101359.5372.4667.02857.01465.64268.41455.6358.462.6367.25552.6257.240872.45534.10B左M-37.9-3.912.84-23.1-56.66-11.61-50.97-5.925-55-50.99-43.4-48.6-53.38-41-45.79-45.4-53.32-37.8-45.738-5.925-56.66V49.033.81.6510.4667.72642.29858.557233.12969.9164.15654.3565.5
3、4262.7755.7452.96464.8760.2555.0650.44469.91533.12B右M-11.2-0.77-2.217.917.4003-27.529.07725-25.85-15.8-14.49-12.26-16.34-12.65-14.1-10.41-17.3-11.09-15-8.85469.0773-27.52V9.590.821.83-14.9-7.38728.907-9.180827.11413.7512.65610.73814.19311.11912.289.200814.879.749612.967.831628.907-9.18跨中MAB45.724.03
4、71.269.8650.75831.53143.900524.67465.6760.51151.36861.56959.45352.4350.30960.5857.05151.4447.908365.67324.67MBC-9.39-0.8500-8.455-8.455-7.0455-7.046-13.5-12.46-10.58-12.46-12.46-10.6-10.58-12.1-12.1-10.2-10.224-7.046-13.51四層AM-47.4-14.314.26104.158.772-144.165.886-137-78-76.87-67.38-64.89-88.84-55.4
5、-79.36-50.9-90.85-41.4-81.35965.886-144.1V67.4220.95-3.45-25.344.857106.4332.249193.826111.5110.2396.75107.34113.1393.8599.64896.61106.2783.1292.781113.1332.24B左M-50.8-15.77.48-55.5-99.838.4578-92.21216.072-84-82.95-72.8-76.66-89.23-66.5-79.08-65.9-86.81-55.7-76.65716.072-99.83V55.5618.053.4525.3393
6、.12731.5582.737221.1692.791.94280.8394.8489.04483.7377.93289.1979.53178.0868.41994.8421.16B右M-8.78-3.595.7943.0334.052-49.8635.3693-48.54-15.4-15.56-13.81-10.7-20.43-8.94-18.67-5.95-22.16-4.19-20.40435.369-49.86V8.164.5-4.85-35.9-34.4352.743-35.95851.21715.4316.09214.4612.01820.16610.3918.5347.41220
7、.9925.7819.3652.743-35.96跨中MBC49.4115.583.3924.2768.13420.80860.722313.39681.9781.10171.21883.94878.25374.0768.37179.369.81369.4259.930583.94813.39MCD-8.15-2.0700-7.336-7.336-6.1133-6.113-13-12.68-11.05-12.68-12.68-11-11.05-11.8-11.81-10.2-10.178-6.113-13.03三層AM-46.8-14.823.71155.7109.68-193.9116.69
8、1-186.8-77.6-76.79-67.43-56.87-96.7-47.5-87.35-37.4-103.8-28-94.429116.69-193.9V66.9721.27-5.7-37.729.352120.9316.8291108.4111.3110.1496.748105.35114.9391.96101.5493.23109.1979.8395.7946120.9316.82B左M-50.2-16.112.22-81.7-124.834.411-117.2741.944-83.6-82.8-72.76-72.54-93.07-62.5-83.02-58.9-93.15-48.9
9、-83.10641.944-124.8V56.0117.735.737.67108.6317.05598.15726.581592.9992.03480.83296.82287.24685.6276.04492.5776.60781.3765.4054108.636.58B右M-8.99-3.459.4763.2853.607-69.7954.9555-68.44-15.5-15.62-13.82-7.663-23.57-5.87-21.77-0.91-27.430.887-25.62954.956-69.79V8.164.5-7.87-52.7-54.9473.249-56.46471.72
10、315.4316.09214.469.481222.7037.84921.0713.18425.221.55223.58873.249-56.46跨中MBC49.4115.585.7537.0180.5568.386173.14380.974381.9781.10171.21885.93176.27176.0566.38882.6166.50972.7356.626585.9310.97MCD-8.15-2.0700-7.336-7.336-6.1133-6.113-13-12.68-11.05-12.68-12.68-11-11.05-11.8-11.81-10.2-10.178-6.113
11、-13.03二層AM-46.9-14.835.17205.2157.89-242.3164.922-235.3-77.8-76.97-67.6-47.43-106.5-38.1-97.14-21.5-120-12.1-110.62164.92-242.3V67.0421.37-8.5-49.914.578135.862.04111123.32111.4110.3796.958103.23117.5189.82104.189.49113.2976.0899.8826135.862.041B左M-50.3-16.318.36-109-151.661.064-144.0668.609-83.9-83
12、.19-73.13-67.77-98.62-57.7-88.56-50.6-102-40.6-91.98868.609-151.6V55.9317.638.549.89123.392.1122112.936-8.34792.7891.79880.61298.93884.65887.7573.47296.2972.49385.1161.3074123.39-8.34B右M-8.96-3.3714.2384.5274.343-90.4775.687-89.13-15.4-15.47-13.68-3.517-27.42-1.72-25.635.867-33.987.659-32.18575.687-
13、90.47V8.164.5-11.9-70.4-76.4594.763-77.97893.23715.4316.09214.466.129626.0544.49824.422-2.430.806-4.0329.17494.763-77.98跨中MBC49.4115.588.4148.0891.349-2.40783.937-9.81981.9781.10171.21888.16574.03678.2864.15486.3362.78576.4552.902591.349-9.81MCD-8.15-2.0700-7.336-7.336-6.1133-6.113-13-12.68-11.05-12
14、.68-12.68-11-11.05-11.8-11.81-10.2-10.178-6.113-13.03續(xù)表 A1注:1、:彎矩 kN.m、剪力KN;彎矩以下部受拉為正,剪力以向上為正;2、表中豎向荷載作用下的彎矩均乘以 0.85 的調(diào)幅系數(shù);3、活荷載未考慮不利布置,組合中跨中彎矩乘以 1.1 的放大系數(shù);4、作用的組合乘以抗震調(diào)整系數(shù)受彎乘 0.75 受剪乘 0.85,其它組合乘 1.0 的結(jié)構(gòu)重要性系數(shù);5、作用組合的剪力乘 1.1 的放大系數(shù)。層次截面位置內(nèi)力恒載活載風(fēng)載1.2*恒1.3* 地震1.0*恒1.3* 地震1.35*恒+0.7*1.4*活1.2*恒+1.4*活1.0 恒+
15、1.4*活1.2*恒+1.4*活0.6*1.4* 風(fēng)載1.0*恒+1.4*活0.6*1.4* 風(fēng)載1.2*恒+0.7*1.4*活1.4* 風(fēng)載1.0*恒+0.7*1.4*活1.4* 風(fēng)載MAXMIN一層AM-43.8-13.840.5205.9161.42-240.2167.979-233.6-72.6-71.82-63.07-37.8-105.8-29.1-97.09-9.32-122.7-0.57-113.97167.98-240.2V65.0620.94-10.8-54.86.3515139.64-5.8148127.48108.4107.3994.37698.299116.4885.2
16、9103.4683.45113.7470.43100.729139.64-5.81B左M-48.1-16.227.46-139-179.392.648-172.0899.869-80.8-80.41-70.78-57.34-103.5-47.7-93.84-35.2-112.1-25.5-102.4399.869-179.3V57.9118.0610.8254.83131.62-1.671120.792-12.595.8894.77683.194103.8685.68792.2874.105102.372.04390.7660.4608131.62-12.5B右M-10-3.4721.4210
17、8.196.369-114.497.8705-112.9-16.9-16.87-14.871.1228-34.863.125-32.8614.58-45.416.58-43.39997.871-114.4V8.164.5-17.9-90.7-101119.35-102.57117.8315.4316.09214.461.09831.086-0.5329.454-10.839.192-12.437.56119.35-102.6跨中MBC49.9815.796.4333.2477.39512.57769.8975.07982.9582.0872.08387.48176.67977.4866.682
18、84.4566.44874.4656.451387.4815.079MCD-8.55-2.1900-7.692-7.692-6.4103-6.41-13.7-13.32-11.61-13.32-13.32-11.6-11.61-12.4-12.4-10.7-10.692-6.41-13.68表 A22注:1、2、:彎矩 kN.m、剪力和軸力KN;彎矩以順時(shí)針為正,軸力以拉為正,剪力以繞柱順時(shí)針為正;作用的組合乘以抗震調(diào)整系數(shù)軸壓比小于 0.15 偏壓乘 0.75,軸壓比大于 0.15 偏壓乘 0.8,受剪乘 0.85。A 柱內(nèi)力組合表層次截面位置內(nèi)力恒載活載風(fēng)荷載荷載1.2*恒1.3* 地震1
19、.0*恒1.3* 地震1.35*恒+0.7*1.4*活載1.2*恒+1.4*活載1.0*恒+1.4*活載1.2*恒+1.4*活0.6*1.4*風(fēng)1.0*恒+1.4*活0.6*1.4* 風(fēng)1.2*恒+0.7*1.4*活1.4* 風(fēng)1.0*恒+0.7*1.4*活1.4* 風(fēng)MAXMIN5柱頂M35.54.12-5.3-42.8-9.7373.74-15.0768.4052.0448.4441.3243.952.9436.8245.8339.2054.2132.0947.1073.74-15.06N-155.-34.1.6510.46-129.5-149.9-106.2-126.6-243.01-2
20、34.0-203.0-232.-235.4-201.62-204.3-217.41-222.03-186.36-190.98-106.-243.01V-2.4819.8221.90-21.9021.90-21.90-2.08-2.0832.083-2.083.47-3.473.47-3.4721.90-21.90柱底M29.07.56-3.5-28.5-1.7153.93-6.0649.5846.5745.3939.5942.348.3936.5942.5937.2247.2131.4241.4153.93-6.06N-155.-34.1.6510.16-129.1-149.6-106.5-1
21、26.3-243.01-234.0-203.0-232.-235.4-201.62-204.3-217.41-222.03-186.36-190.98-106.-243.01V-2.4819.8221.90-21.9021.90-21.90-2.08-2.0832.08-2.083.47-3.473.47-3.4721.90-21.904柱頂M26.79.22-10-75.5-49.52104.25-53.5493.7245.2045.0539.6936.054.0330.7148.6726.2156.1420.8550.79104.2-53.53N-339.-84.5.135.79-270.
22、3-362.8-219.4-289.2-540.42-524.9-457.0-520.-529.2-452.80-461.3-482.40-496.68-414.57-428.85-219.-540.42V-5.436.1439.9-39.9339.93-39.93-4.53-4.534.53-4.537.56-7.567.56-7.5639.93-39.93柱底M27.58.68-8.7-61.7-35.4890.67-39.6180.8745.6445.1639.6637.852.5132.3147.0129.2653.7623.7648.2690.67-39.61N-339.-84.5.
23、135.79-270.3-362.8-219.4-289.2-540.42-524.9-457.0-520.-529.2-452.80-461.3-482.40-496.68-414.57-428.85-219.-540.42V-5.436.1439.93-39.9339.93-39.93-4.53-4.534.53-4.537.56-7.567.56-7.5639.93-39.933柱頂M27.58.68-15-93.8-71.21124.03-70.89119.645.6445.1639.6632.557.7327.0952.2220.5762.4615.0756.96124.0-71.2
24、1N-523.-1310.873.46-426-579 0-321 0-495.2-838.75-816.7-712.0-807.-825.8-703.00-721.1-745.10-775.34-640.39-670.63-321-838.75V-6.3152.15-57.62-57.62-5.30-5.305.30-5.308.83-8.838.83-8.8357.62-57.6257.6257.62柱底M27.38.64-15-93.8-71.34123.91-70.98119.545.4344.9539.4732.357.5126.9052.0420.3762.2614.9056.79
25、123.9-71.34N-523.-1310.873.46-426.2-579.0-321.0-495.2-838.75-816.7-712.0-807.-825.8-703.00-721.1-745.10-775.34-640.39-670.63-321-838.75V-6.3152.1557.62-57.6257.62-57.62-5.30-5.305.300-5.308.83-8.838.83-8.8357.62-57.622柱頂M27.78.76-20-111-89.13142.47-93.58138.046.0845.640.0428.662.5723.0657.0213.6270.
26、218.0764.65142.4-93.58N-707-1819.3123.3-551.0-807.6-437.8-694.4-1136.8-1108.-966.9-109-1124.-950.70-983.1-1003.6-1057.6-862.16-916.15-437.-1136.8V-11.261.8668.3-68.3568.35-68.35-9.43-9.439.43-9.4315.72-15.7215.72-15.7268.35-68.355柱底M31.29.86-20.-111.-85.82145.78-90.82140.751.8251.2845.0334.368.2528.
27、0562.0118.8475.4312.59869.18145.7-90.82N-707.-1819.3123.3-551.0-807.6-437.8-694.4-1136.8-1108.-966.9-109-1124.-950.74-983.1-1003.6-1057.6-862.11-916.15-437.-1136.8V-11.261.8668.35-68.3568.35-68.35-9.43-9.439.43-9.4315.72-15.7215.72-15.7268.35-68.351柱頂M20.26.38-20.-94.5-78.94117.80-82.18114.533.5733.
28、2229.1716.150.2612.1246.212.13458.94-1.9154.89117.8-82.18N-894.-2330.1178.1-673.0-1043.-530-900.6-1437.6-1402.-1223.-137-1427.-1198.2-1248.-1261.3-1345.7-1082.5-1166.8-530-1437.6V-12.659.1265.32-65.3265.32-65.32-10.6-10.6510.65-10.6517.75-17.7517.75-17.7565.32-65.32柱底M11.33.57-37.-174.-170.5192.25-1
29、72.3190.418.794118.5916.32-12.850.01-15.0947.752-35.2769.46-37.5467.20192.2-172.31N-894.-23.30.1178.1-673.0-1043.-530-900.6-1437.6-142.4-1223.-137-1427.-1198.2-1248.-1261.3-1345.7-1082.5-1166.8-530-1437.6V-12.659.1265.32-65.3265.32-65.32-10.6-10.6510.65-10.6517.752-17.7517.75-17.7565.32-65.32表 A33注:
30、1、2、:彎矩 kN.m、剪力和軸力KN;彎矩以順時(shí)針為正,軸力以拉為正,剪力以繞柱順時(shí)針為正;作用的組合乘以抗震調(diào)整系數(shù)軸壓比小于 0.15 偏壓乘 0.75,軸壓比大于 0.15 偏壓乘 0.8,受剪乘 0.85。B 柱內(nèi)力組合表層次截面位置內(nèi)力恒載活載風(fēng)荷載荷載1.2*恒1.3*地震1.0*恒1.3*地震1.35*恒+0.7*1.4*活載1.2*恒+1.4*活載1.0*恒+1.4*活載1.2*恒+1.4*活0.6*1.4*風(fēng)1.0*恒+1.4*活0.6*1.4*風(fēng)1.2*恒+0.7*1.4*活1.4*風(fēng)1.0*恒+0.7*1.4*活1.4*風(fēng)MAXMIN5柱頂M-31.4-3.69-5.
31、04-41.0-68.311.66-63.5816.3-46.101-42.93-36.63-47.1-38.7-40.87-32.4-48.43-34.32-42.14-28.0316.382-68.30N-176.-48.10.184.47-1541-162.-127.7-136-284.95-278.7-243.5-278.-278.-243.4-243.-258.2-258.7-223.0-223.5-127.7-284.9V-2.4819.8221.90-21.925.766-25.-2.083-2.082.0832-2.083.472-3.4723.472-3.47225.766-
32、25.76柱底M-25.7-6.47-5.79-26.1-48.62.299-44.736.15-41.063-39.92-34.77-44.7-35.0-39.64-29.9-45.31-29.09-40.16-23.956.1575-48.59N-176.-48.10.184.47-154.-162.-127.7-136-284.95-278.7-243.5-278.-278.-243.4-243.-258.2-258.7-223.0-223.5-127.7-284.9V-2.4819.8221.90-21.921.901-21.-2.083-2.082.0832-2.083.472-3.
33、4723.472-3.47221.901-21.904柱頂M-23.6-7.83-10.0-72.4-98.052.63-88.4052.9-39.628-39.36-34.63-47.8-30.9-43.08-26.1-50.16-21.99-45.42-17.2552.896-98.08N-407.-117.1.5615-75-406-290 8-320-665.36-653.7-572.3-652.-655.-571.0-573.-602.0-606.4-520.6-525-290.8-665.3V-5.438.1442.144-42.-4.536-4.534.536-4.537.56-
34、7.567.56-7.5642.144-42.1442.14-42.1柱底M-24.2-7.44-7.87-56.6-82.235.65-73.4437.0-40.029-39.51-34.66-46.1-32.9-41.27-28.0-47.40-25.37-42.55-20.5237.065-82.21N-407.-117.1.5615-375.-406.-290.8-320-665.36-653.7-572.3-652.-655.-571.0-573.-602.0-606.4-520.6-525-290.8-665.3V-5.438.1442.14-42.142.144-42.-4.53
35、6-4.534.536-4.537.56-7.567.56-7.5642.144-42.143柱頂M-24.2-7.44-13.8-88.-115.68.52-111.272.4-40.029-39.51-34.66-51.1-27.9-46.27-23.0-55.73-17.04-50.88-12.1972.400-115.0N-638.-187.3.7530.1-582-644.-479.8-542-1046.1-1028.-901.1-1026-1032-897.9-904.-944.9-955.4-817.1-827.6-479.8-1046.V-6.3152.1557.62-57.6
36、57.625-576-5.300-5.35.3004-5.38.834-8.8348.834-8.83457.625-57.62柱底M-24.1-7.21-13.8-88.2-11568.60-111.172.4-39.682-39.08-34.25-50.6-27.4-45.86-22.6-55.40-16.71-50.57-11.8772.472-114.9N-638.-187.3.7530.1-582-644.-479.8-542-1046.1-1028.-901.1-1026-1032-897.9-904.-944.9-955.4-817.1-827.6-479.8-1046.V-6.3152.1557.62-57.657.625-57.-5.300-5.35.3004-5.38.834-8.8348.834-8.83457.625-57.622柱頂M-24.4-8.02-18.7-105.-13386.02-129.189.9-40.908-40.60-35.70-56.3-24.8-51.47-19
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