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烟 台 大 学 毕 业 设 计烟 台 大 学 毕 业 设 计 62 附附表表 框框架架内内力力组组合合附表1 框架梁内力组合层次截面位置内力SGK调幅后SQK调幅后SW左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.4*0.9(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQKV左风右风左风右风左风右风左震右震左震右震左右一层B左M-122.37-104.01-16.99-14.44-33.7640.70-292.31262.11-172-68-151-47-185.56-91.73-385.11155.44-385.11155.44-400.1165.60-145.04205.11V-92.68-92.68-16.31-16.31-8.8010.15-76.2065.29-124-97-105-78-142.86-118.98-187.05-30.71-165.04-27.09-205.11-86.26-134.05B右M-25.40-21.59-8.10-6.890.000.000.000.00-26-26-22-22-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.55V19.9319.935.405.400.000.000.000.002424202030.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M91.81110.1715.6018.72-0.752.65-6.5717.27131136109114154.85159.13101.17124.42101.17124.42161.56181.58158.41C左M-36.96-31.42-7.88-6.70-18.2518.52-147.85118.97-63-12-57-5-69.14-22.80-175.4484.71-175.4484.71-173.1750.96-47.08208.95V0.430.430.190.19-17.51-6.03-143.25112.54-24-8-24-8-21.31-6.85-157.75124.89-139.19110.20-119.5695.300.78C右M-132.28-112.44-28.49-24.2232.27-35.41279.17-227.57-90-184-67-162-124.78-210.05160.10-333.97160.10-333.9758.98-366.68-168.83V101.69101.6917.1717.17-8.8010.15-76.2065.2911013689116132.57156.4528.28184.6324.95162.9190.10208.95146.07二层B左M-118.31-100.56-14.13-12.01-25.9415.34-172.8893.76-157-99-137-79-168.49-116.48-264.47-4.50-264.47-4.50-292.75-68.77-137.49177.67V-91.63-91.63-15.44-15.44-6.844.11-46.2325.36-120-104-101-86-138.02-124.23-152.42-73.31-134.49-64.69-177.67-117.53-131.57B右M-25.40-21.59-8.10-6.890.000.000.000.00-26-26-22-22-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.55V19.9319.935.405.400.000.000.000.002424202030.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M91.15109.3815.3418.41-0.300.180.49-1.35131132109110154.08154.68107.20105.41107.20105.41166.12164.57157.03C左M-27.72-23.56-7.96-6.77-9.219.60-53.4627.55-41-15-36-10-48.41-24.70-76.372.61-76.372.61-83.34-15.30-37.75177，68V0.470.470.200.20-8.968.96-54.7526.49-1213-1213-10.4712.10-59.9229.85-52.8726.34-45.1623.080.84C右M-136.09-115.68-32.13-27.3125.34-24.94173.85-96.46-103-174-80-151-141.30-204.6553.10-210.4553.10-210.45-36.89-263.95-177.05V102.74102.7418.0418.04-6.846.70-46.2325.3611413393112137.40154.4662.91142.0255.51125.31117.54177.68148.54三层B左M-118.31-100.56-14.13-12.01-16.4115.34-172.8893.76-144-99-124-79-156.48-116.48-264.47-4.50-264.47-4.50-292.75-68.77-137.49-170.58V-91.63-91.63-15.44-15.44-4.344.11-46.2325.36-116-104-98-86-134.88-124.23-152.42-73.31-134.49-64.69-177.67-117.53-131.57B右M-25.40-21.59-8.10-6.890.000.000.000.00-26-26-22-22-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.55V19.9319.935.405.400.000.000.000.002424202030.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M91.15109.3815.3418.41-0.13-0.080.49-1.35131131109109154.29154.35107.20105.41107.20105.41166.12164.57157.03C左M-27.72-23.56-7.96-6.77-4.544.54-53.4627.55-35-22-30-17-42.52-31.08-76.372.61-76.372.61-83.34-15.30-37.75150.02V0.470.470.200.20-4.324.32-54.7526.49-57-67-4.636.26-59.9229.85-52.8726.34-45.1623.080.84C右M-136.09-115.68-32.13-27.3116.14-15.50173.85-96.46-116-161-93-137-152.89-192.7653.10-210.4553.10-210.45-36.89-263.95-177.05V102.74102.7418.0418.04-4.344.11-46.2325.3611712997108140.55151.2062.91142.0255.51125.31117.54177.68148.54四层B左M-90.96-77.32-0.57-0.48-8.137.41-91.0243.08-104-82-89-67-103.63-84.05-158.55-27.80-158.55-27.80-181.31-68.66-93.46-126.74V-75.99-75.99-3.23-3.23-2.192.04-24.9912.18-94-88-79-73-98.02-92.69-106.77-65.70-94.21-57.97-126.74-95.52-95.71B右M-39.89-33.91-2.03-1.730.000.000.000.00-41-41-34-34-42.86-42.86-31.29-31.29-31.29-31.29-47.46-47.46-43.10V27.4527.451.351.350.000.000.000.003333272734.6434.6428.6928.6925.3125.3138.3838.3834.83BC跨间M71.2585.504.995.990.08-0.242.68-2.601031028685110.25109.8482.2677.1182.2677.11123.55119.11110.99C左M-38.25-32.51-5.51-4.68-0.39-0.39-6.271.97-40-40-33-33-45.41-45.41-37.48-29.45-37.48-29.45-53.75-46.83-45.57113.52V-5.34-5.34-0.02-0.02-0.39-0.39-9.481.95-7-7-6-6-6.93-6.92-15.93-3.31-14.06-2.92-15.19-5.59-6.44C右M-100.00-85.00-2.03-1.738.29-7.9096.39-48.28-90-113-73-96-93.74-114.1216.70-124.3516.70-124.35-35.48-157.00-104.42V78.4066.641.351.35-2.192.04-24.9912.187783646978.9184.2441.0582.1236.2272.4670.30101.5281.86 注:表中M以下部受拉为正，计算地震荷载时活荷载为雪荷载。 计算弯矩时RE=0.75，计算剪力时RE=0.85; V=REvb(MBl+MBr)/ln+Vcb烟 台 大 学 毕 业 设 计烟 台 大 学 毕 业 设 计 63附附表表 1-11-1 梁梁端端弯弯矩矩调调至至柱柱边边后后层次截面位置内力1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.4*0.9(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQKM(max)左风右风左风右风左风右风左震右震左震右震左右一层B左M-172.09-67.84-151.29-47.03-185.56-91.73-385.11155.44-385.11155.44-400.1165.60-145.04131.9436.31117.1621.53139.1353.06324.32145.46331.47146.64333.4537.56101.47333.45V-123.54-97.01-105.01-78.47-142.86 -118.98 -187.05-30.71-165.04-27.09-205.11-86.26-134.05B右M-25.91-25.91-21.59-21.59-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.5518.1418.1415.1115.1124.6024.6015.0315.0315.9115.9125.4325.4325.3225.43V23.9223.9219.9319.9330.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M131.16135.91109.12113.87154.85159.13101.17124.42101.17124.42161.56181.58158.41131.16135.91109.12113.87154.85159.13101.17124.42101.17124.42161.56181.58158.41181.58C左M-63.25-11.77-56.97-5.49-69.14-22.80-175.4484.71-175.4484.71-173.1750.96-47.0855.459.1949.142.8862.2120.58124.1744.12130.2048.89134.3119.9946.82134.31V-24.00-7.93-24.09-8.02-21.31-6.85-157.75124.89-139.19110.20-119.5695.300.78C右M-89.75-184.50-67.26-162.01 -124.78 -210.05160.10-333.97160.10-333.9758.98-366.68-168.8354.09140.2238.22124.3481.69159.21150.91273.97151.99281.0329.70298.77121.36298.77V109.70136.2389.36115.90132.57156.4528.28184.6324.95162.9190.10208.95146.07二层B左M-156.99-99.20-136.87-79.09-168.49 -116.48 -264.47-4.50-264.47-4.50-292.75-68.77-137.49118.1465.34103.9851.18123.6376.11214.93-19.33220.76-16.53235.0130.5894.73235.01V-119.53 -104.20 -101.20-85.87-138.02 -124.23 -152.42-73.31-134.49-64.69-177.67 -117.53-131.57B右M-25.91-25.91-21.59-21.59-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.5518.1418.1415.1115.1124.6024.6015.0315.0315.9115.9125.4325.4325.3225.43V23.9223.9219.9319.9330.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M130.84131.51108.96109.64154.08154.68107.20105.41107.20105.41166.12164.57157.03130.84131.51108.96109.64154.08154.68107.20105.41107.20105.41166.12164.57157.03166.12C左M-41.17-14.83-36.46-10.12-48.41-24.70-76.372.61-76.372.61-83.34-15.30-37.7537.2810.5732.545.8945.0020.7756.90-7.0959.19-5.9568.667.8037.4768.66V-11.9813.11-12.0713.01-10.4712.10-59.9229.85-52.8726.34-45.1623.080.84C右M-103.34 -173.73-80.20-150.59 -141.30 -204.6553.10-210.4553.10-210.45-36.89-263.95-177.0566.38130.6149.92114.1696.64154.4532.66164.2935.06169.72-1.31206.21128.77206.21V113.72132.6793.17112.12137.40154.4662.91142.0255.51125.31117.54177.68148.54三层B左M-143.65-99.20-123.53-79.09-156.48 -116.48 -264.47-4.50-264.47-4.50-292.75-68.77-137.49105.9465.3491.7851.18112.6576.11214.93-19.33220.76-16.53235.0130.5894.73235.01V-116.03 -104.20-97.71-85.87-134.88 -124.23 -152.42-73.31-134.49-64.69-177.67 -117.53-131.57B右M-25.91-25.91-21.59-21.59-34.58-34.58-22.53-22.53-22.53-22.53-35.89-35.89-35.5518.1418.1415.1115.1124.6024.6015.0315.0315.9115.9125.4325.4325.3225.43V23.9223.9219.9319.9330.7230.7223.0823.0820.3720.3732.2032.2031.48BC跨间M131.07131.14109.19109.27154.29154.35107.20105.41107.20105.41166.12164.57157.03131.07131.14109.19109.27154.29154.35107.20105.41107.20105.41166.12164.57157.03166.12C左M-34.63-21.92-29.91-17.20-42.52-31.08-76.372.61-76.372.61-83.34-15.30-37.7532.8419.7728.1015.0841.0129.0456.90-7.0959.19-5.9568.667.8037.4768.66V-5.496.62-5.586.52-4.636.26-59.9229.85-52.8726.34-45.1623.080.84C右M-116.21 -160.52-93.08-137.38 -152.89 -192.7653.10-210.4553.10-210.45-36.89-263.95-177.0578.12118.5861.66102.12107.21143.6232.66164.2935.06169.72-1.31206.21128.77206.21V117.21129.0596.66108.50140.55151.2062.91142.0255.51125.31117.54177.68148.54四层B左M-104.16-82.40-88.70-66.94-103.63-84.05-158.55-27.80-158.55-27.80-181.31-68.66-93.4673.5353.6963.0043.1771.7853.92123.856.44127.938.96140.1237.6262.35140.12V-94.25-88.33-79.05-73.13-98.02-92.69-106.77-65.70-94.21-57.97-126.74-95.52-95.71B右M-40.69-40.69-33.91-33.91-42.86-42.86-31.29-31.29-31.29-31.29-47.46-47.46-43.1029.9829.9824.9924.9931.6031.6021.9721.9723.0723.0734.9934.9931.7834.99V32.9432.9427.4527.4534.6434.6428.6928.6925.3125.3138.3838.3834.83BC跨间M102.71102.2685.6185.16110.25109.8482.2677.1182.2677.11123.55119.11110.99102.71102.2685.6185.16110.25109.8482.2677.1182.2677.11123.55119.11110.99123.55C左M-39.56-39.56-33.06-33.06-45.41-45.41-37.48-29.45-37.48-29.45-53.75-46.83-45.5737.3037.3031.1531.1543.1643.1632.3028.3732.9128.5048.8145.0143.4848.81V-6.95-6.95-5.89-5.89-6.93-6.92-15.93-3.31-14.06-2.92-15.19-5.59-6.44C右M-90.40-113.06-73.40-96.06-93.74-114.1216.70-124.3516.70-124.35-35.48-157.00-104.4265.4186.1452.7473.4768.0986.753.3697.664.93100.8012.63124.0077.81124.00V76.9082.8363.5869.5078.9184.2441.0582.1236.2272.4670.30101.5281.86烟 台 大 学 毕 业 设 计烟 台 大 学 毕 业 设 计 64附表2 框架柱B弯矩和轴力组合层次截面内力SGKSQKSWK左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.26(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQK|Mmax|NminNmax左风右风左风右风左风右风左震右震左震右震左右 NM M4柱顶M45.88-1.768.13-7.4191.02-105.2366.4444.6857.2635.5063.0943.50129.25-62.09122.50-68.8466.9253.8752.60129.2566.92-68.84N-155.32-7.55-2.192.04-24.9926.42-189.45-183.52-158.38-152.46-198.65-193.32-167.55-117.43 -143.68-93.56-219.45-215.89-196.95-167.55-219.45-93.56柱底M-34.98-2.75-3.152.67-41.9250.05-46.39-38.24-39.39-31.24-49.42-42.08-73.5916.08-68.1421.53-52.76-47.87-45.8316.08-52.7621.53N-177.82-7.55-2.192.04-24.9926.42-216.45-210.52-180.88-174.96-225.65-220.32-187.80-137.68 -160.56 -110.44-249.82-246.27-223.95-117.43-219.45-93.563柱顶M51.192.0713.26-12.67130.96-144.1579.9943.7069.7533.4680.7548.08174.69-93.55166.86-101.3882.4260.6564.33174.6982.42-101.38N-334.26-40.27-6.536.15-71.2275.62-410.25-392.49-343.40-325.64-460.08-444.10-388.39-245.23 -335.23 -192.07-499.02-488.36-457.49-388.39-499.02-192.07柱底M-45.06-2.52-8.647.40-97.56108.41-66.17-43.71-57.15-34.70-68.13-47.92-136.8064.01-129.8670.96-70.73-57.26-57.6064.01-70.7370.96N-356.76-40.27-6.536.15-71.2275.62-437.25-419.49-365.90-348.14-487.08-471.10-408.64-265.48 -352.11 -208.94-529.39-518.74-484.49-245.23-499.02-192.072柱顶M44.352.6617.30-17.91149.33-165.3677.4428.1668.5719.2978.3734.02186.71-120.11179.86-126.9677.2047.6456.95186.7177.02-126.96N-513.67-73.08-13.3712.85-136.63145.33-635.11-598.40-532.38-495.67-725.33-692.29-628.40-353.50 -545.87 -270.96-781.42-759.39-718.72-628.40-781.42-270.96柱底M-44.32-3.78-14.727.00-142.54154.90-73.78-43.37-64.92-34.51-76.48-49.11-180.56109.45-173.63116.38-76.15-57.91-58.47109.45-76.15116.38N-536.17-73.08-13.3712.85-136.63145.33-662.11-625.40-554.88-518.17-752.33-719.29-648.65-373.75 -562.75 -287.84-811.79-789.77-745.72-353.50-781.42-270.961柱顶M45.923.9119.05-33.70149.76-173.7481.777.9372.59-1.2684.0317.57189.11-126.31181.92-133.4982.1037.7960.58189.1182.10-133.49N-693.66-106.67-22.1723.00-212.83228.00-863.42-800.18-724.69-661.45-994.73-937.81-879.80-449.99 -767.75 -337.95 -1067.06 -1029.12 -981.73-879.80 -1067.06 -337.95柱底M-30.18-2.00-40.1960.64-336.61398.90-92.4848.68-86.4454.72-89.3737.68-356.26360.86-351.58365.54-76.608.10-39.01365.54-76.60365.54N-724.91-106.67-22.1723.00-212.83228.00-900.92-837.68-755.94-692.70-1032.23 -975.31-907.93-478.12 -791.19 -361.38 -1109.25 -1071.31 -1019.23 -337.95 -1067.06 -337.95 注：表中M以左侧受拉为正，单位为kN.m，N以受压为正，单位为kN，计算地震荷载时活荷载为雪荷载。计算弯矩时RE=0.75，计算柱的轴力时当轴压比0.15时RE=0.75，当轴压比 0.15时RE=0.8。附表3 框架柱C弯矩和轴力组合层次截面内力SGKSQKSWK左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.26(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQK|Mmax|NminNmax左风右风左风右风左风右风左震右震左震右震左右 NM M4柱顶M-53.85-8.948.67-8.33102.66-106.56-52.47-76.27-41.70-65.50-64.95-86.3847.61-156.3856.35-147.63-74.79-89.08-77.14-156.38-89.0856.35N-163.23-10.561.80-1.6515.51-16.94-193.36-198.19-160.72-165.55-206.92-211.26-136.54-168.18 -111.27 -142.90-229.94-232.84-210.66168.18-232.84-111.27柱底M48.9210.43-4.584.25-62.7266.2152.3064.6642.5154.8766.0877.20-12.43113.28-20.55105.1673.1580.5773.31113.2880.57-20.55N-185.73-10.561.80-1.6515.51-16.94-220.36-225.19-183.22-188.05-233.92-238.26-156.79-188.43 -128.14 -159.77-260.31-263.21-237.66-188.43-260.31-128.143柱顶M-51.78-12.8216.10-15.80164.59-170.10-39.59-84.25-29.24-73.89-58.01-98.20108.10-218.22116.83-209.49-69.84-96.64-80.09-218.22-96.64116.83N-341.16-37.571.81-1.446.98-11.39-406.85-411.41-338.62-343.18-454.45-458.55-317.14-335.05 -263.15 -281.06-498.49-501.23-461.99-335.05-501.23-263.15柱底M51.7812.30-75.7911.64-139.79145.43-43.9778.43-54.3368.07-17.8692.30-84.15193.94-92.84185.2519.1692.6079.36193.9492.60-92.84N-363.66-37.571.81-1.446.98-11.39-433.85-438.41-361.12-365.68-481.45-485.55-337.39-355.30 -280.03 -297.94-528.87-531.60-488.99-355.30-531.60-280.032柱顶M-48.74-11.5822.39-22.91194.71-202.22-27.15-90.56-17.40-80.81-44.88-101.95140.76-246.25148.94-238.07-59.16-97.21-74.71-246.25-59.16-238.07N-518.67-64.52-0.310.82-17.809.10-622.83-621.25-519.10-517.52-704.08-702.66-513.19-486.96 -430.55 -404.32-768.21-767.26-712.73-486.96-768.21-404.32柱底M54.3812.17-21.6822.27-208.70217.8034.9196.4424.0485.5653.28108.65-149.06266.78-158.13257.7167.99104.9082.30266.7867.99257.71N-541.17-64.52-0.310.82-17.809.10-649.83-648.25-541.60-540.02-731.08-729.66-533.44-507.21 -447.42 -421.20-798.58-797.63-739.73-507.21-798.58-421.201柱顶M-33.26-7.5128.85-31.66218.32-226.570.47-84.247.12-77.59-13.04-89.28179.54-254.23185.10-248.67-28.57-79.39-50.44-254.23-28.57-248.67N-695.58-90.68-9.028.18-84.8569.68-847.31-823.24-708.20-684.12-960.31-938.64-749.55-598.89 -638.42 -487.75 -1041.82 -1027.37 -961.65-598.89 -1041.82 -487.75柱底M17.884.26-47.7450.67-385.47395.87-45.3992.40-48.9688.82-33.3390.67-357.82403.98-360.82400.98-11.4971.1827.43403.98-11.49400.98N-726.83-90.68-9.028.18-84.8569.68-884.81-860.74-739.45-715.37-997.81-976.14-777.68-627.02 -661.85 -511.19 -1084.01 -1069.56 -999.15-627.02 -1084.01 -511.19 注：表中M以左侧受拉为正，单位为kN.m，N以受压为正，单位为kN。计算地震荷载时活荷载为雪荷载。计算弯矩时RE=0.75，计算柱的轴力时当轴压比0.15时RE=0.75，当轴压比 0.15时RE=0.8。烟 台 大 学 毕 业 设 计烟 台 大 学 毕 业 设 计 65附表4 横向框架B柱剪力组合层次SGKSQKSWK左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.26(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQKMAX左风右风左风右风左风右风左震右震左震右震左右422.460.283.13-2.8036.93-43.1331.3423.0326.8518.5431.2523.7763.86-24.6160.01-28.4533.2528.2627.3463.86326.741.286.08-5.5763.48-70.1640.6024.2835.2618.9441.3726.6898.07-49.6093.41-54.2542.5532.7633.8898.07224.631.798.89-6.9281.07-88.9642.0119.8737.0814.9443.0223.09115.62-72.27111.28-76.6142.6029.3232.06115.62115.221.1811.85-18.8797.28-114.5334.85-8.1531.81-11.2034.68-4.02123.62-110.43120.93-113.1131.745.9419.92123.62附表5 横向框架C柱剪力组合层次SGKSQKSWK左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW1.2SGK+1.26(SQK+SWK)RE1.2（SGK+0.5SQK）+1.3SEKRE1.0（SGK+0.5SQK）+1.3SEK1.35SGK+1.4*(0.7*SQK+0.6*Swk)1.2SGK+1.4SQKMAX左风右风左风右风左风右风左震右震左震右震左右4-28.55-5.383.68-3.4945.94-47.99-29.11-39.15-23.40-33.44-36.40-45.4418.90-84.9024.21-79.59-41.10-47.13-41.79-84.903-28.77-6.987.85-7.6284.55-87.65-23.53-45.19-17.78-39.44-33.43-52.9260.52-129.7566.01-124.27-39.57-52.57-44.30-129.752-28.65-6.6012.24-12.55112.06-116.67-17.24-51.95-11.51-46.22-27.27-58.5191.24-161.5196.67-156.08-35.33-56.15-43.62-161.511-10.23-2.3615.32-16.47120.76-124.499.17-35.3311.22-33.284.05-36.00121.80-149.20123.74-147.26-3.42-30.12-15.58-149.20 注：表中V以绕顺时针方向为正，计算地震荷载时活荷载为雪荷载。计算剪力时RE=0.85。层数BCNfcAnNfcAn4.00229.0314.302500000.06239.3116.702500000.063.00527.8114.302500000.15505.0416.703025000.102.00840.8914.302500000.24764.0316.703025000.151.001166.4514.303600000.231076.0016.703600000.18附表3 框架柱C弯矩和轴力组合层次截面内力SGKSQKSWK左SWK右SEK左SEK右1.2SGK+1.4SW1.0SGK+1.4*SW左风右风左风4柱顶M-53.85-8.948.67-8.33102.66-106.56-52.47-76.27-41.70N-163.23-10.561.80-1.6515.51-16.94-193.36 -198.19 -160.72柱底M48.9210.43-4.584.25-62.7266.2152.3064.6642.51N-185.73-10.561.80-1.6515.51-16.94-220.36 -225.19 -183.223柱顶M-51.78-12.8216.10-15.80164.59-170.10-39.59-84.25-29.24N-341.16-37.571.81-1.446.98-11.39-406.85 -411.41 -338.62柱底M51.7812.30-75.7911.64-139.79145.43-43.9778.43-54.33N-363.66-37.571.81-1.446.98-11.39-433.85 -438.41 -361.122柱顶M-48.74-11.5822.39-22.91194.71-202.22-27.15-90.56-17.40N-518.67-64.52-0.310.82-17.809.10-622.83 -621.25 -519.10柱底M54.3812.17-21.6822.27-208.70217.8034.9196.4424.04N-541.17-64.52-0.310.82-17.809.10-649.83 -648.25 -541.601柱顶M-33.26-7.5128.85-31.66218.32-226.570.47-84.247.12N-695.58-90.68-9.028.18-84.8569.68-847.31 -823.24 -708.20柱底M17.884.26-47.7450.67-385.47395.87-45.3992.40-48.96N-726.83-90.68-9.028.18-84.8569.68-884.81 -860.74 -739.45 注：表中M以左侧受拉为正，单位为kN.m，N以受压为正，单位为kN。计算地震荷载时活荷载为雪荷载。计算弯矩时RE=0.75，计