S .2梁內(nèi)力組合表29五梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-40.12-26.930.6538.54-82.44-92.55-51.02-53.29-91.87-19.56-14.20V108.571.82-0.15-8.9221.89248.78140.62141.48248.52176.16161.72AB(中)M101.066.990.131.37206.69231.79131.68130.92232.01184.42170.98AB(右)M-121.1-82.61-0.39-23.8-258.33-289.15-165.61-164.85-289.37-249.87-233.03V-51.78-31.42-0.15-8.9-110.99-122.24-75.55-74.68-122.50-101.11-99.76BC(左)M-16.228-9.270.4325.8-31.64-35.00-20.34-21.85-34.556.428.50V43.1822.07-0.22-12.2981.4789.2455.8356.4489.0554.5049.08BC(中)M16.1721.320029.5232.0021.0221.0232.0025.7823.80BC(右)M-16.228-9.27-0.43-25.8-32.11-35.68-28.15-14.04-39.24-60.66-58.58V-43.18-22.07-0.22-12.9-81.47-89.24-56.44-55.83-89.42-81.25-81.83CD(左)M-121.14-82.610.3923.8-258.38-289.20-164.90-165.66-288.97-188.04-171.19V51.7831.42-0.15-8.9110.99122.2474.6875.55121.9883.9776.62CD(中)M100.9766.99-0.13-1.37206.65231.75130.88131.64231.52165.22151.78CD(右)M-40.12-26.93-0.65-38.54-82.44-92.55-53.29-51.02-93.23-119.76-114.40V-108.47-71.82-0.15-8.9-221.85-248.74-141.45-140.58-249.00-199.26-184.83表30五層梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-43.496-46.261.6279.2-101.29-125.93-54.28-58.81-124.5716.3523.01V84.5765.86-0.37-18.3183.32208.73109.42110.46208.42128.96111.21AB(中)M76.17721.240.3115.09131.44139.8999.4698.60140.15136.35121.37AB(右)M-72.424-53.12-1.00-49.03-153.55-173.83-95.55-92.75-174.67-192.42-182.52V-38.66-19.83-0.37-18.3-73.01-80.00-50.78-49.74-80.31-86.94-82.08BC(左)M-16.631-9.741.0953.1-32.68-36.23-20.09-23.15-35.3141.0843.23V33.818.68-0.54-26.665.2471.9643.1844.7071.5121.5011.19BC(中)M9.7091.020014.1814.1512.6212.6214.1513.2812.26BC(右)M-16.631-9.74-1.09-53.1-32.68-36.23-23.15-20.09-31.15-96.98-94.83V-33.8-18.68-0.54-26.6-65.24-71.96-44.70-43.18-72.41-90.66-86.35CD(左)M-72.424-53.121.0049.03-153.55-173.83-92.75-95.55-172.99-64.94-55.04V38.6619.83-0.37-18.373.0180.0049.7450.7879.6939.3634.50CD(中)M76.17721.24-0.31-15.09131.44139.8998.6099.46139.6391.1288.14CD(右)M-43.496-46.26-1.62-79.2-101.29-125.93-58.81-54.28-121.30-189.57-182.91V-84.57-65.86-0.37-18.3-183.32-208.73-110.46-109.42-209.04-176.54-164.79表31四層梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-49.269-31.212.63105.6-105.58-119.86-60.37-61.73-111.6649.0455.83V85.3765.86-0.61-70.8184.40209.77110.13111.84209.2661.7549.92AB(中)M72.78731.4262.1311.39131.26141.7691.6191.64143.55131.66128.81AB(右)M-73.448-53.80-1.62-65.44-155.64-176.18-91.75-93.21-171.54-215.52-205.49V-31.86-19.83-0.61-70.8-71.93-78.96-50.07-48.36-79.48-154.15-149.37BC(左)M-16.370-9.6581.7670.89-32.24-35.77-18.82-23.75-34.2964.6066.72V33.818.68-0.88-35.465.2471.9642.7145.1771.2210.065.75BC(中)M8.971.1020013.2713.3111.6611.6613.3112.3811.43BC(右)M-16.370-9.658-1.76-70.89-32.24-35.77-23.75-18.82-31.25-119.72-111.60V-33.8-18.68-0.88-35.4-65.24-71.96-45.17-42.71-72.70-102.10-91.79CD(左)M-16.370-9.6581.6265.44-32.24-35.77-19.01-23.55-34.4151.5159.63V31.8619.83-0.61-70.871.9378.9648.3650.0778.45-29.93-34.71CD(中)M72.78731.426-2.13-11.39131.26141.7691.6491.61139.9792.4483.59CD(右)M-49.269-31.21-2.62-105.6-105.58-119.86-61.72-60.38-122.07-225.52-218.73V-85.37-65.86-0.61-70.8-184.40-209.77-111.84-110.13-210.28-245.83-234.00表32三層梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-49.269-31.213.57126.79-105.58-119.86-59.05-69.05-116.8776.5983.38V85.3765.86-0.83-29.3184.40209.77109.82112.14209.07115.70103.87AB(中)M72.78731.4260.6824.145131.26141.7695.5893.67142.33146.44131.59AB(右)M-73.448-53.80-2.21-78.5-155.64-176.18-98.58-92.39-178.04-232.50-222.47V-31.86-19.83-0.83-29.3-71.93-78.96-50.38-48.06-79.66-100.20-95.42BC(左)M-16.370-9.6582.39285.04-32.24-35.77-11.93-24.63-33.7682.9985.11V33.818.68-1.20-42.565.2471.9642.2645.6270.950.83-3.48BC(中)M8.971.1020013.2713.3111.6611.6613.3112.3811.43BC(右)M-16.370-9.658-2.392-85.04-32.24-35.77-24.63-11.93-31.78-138.11-135.99V-33.8-18.68-1.20-42.5-65.24-71.96-45.62-42.26-72.97-111.33-101.02CD(左)M-73.448-53.802.2178.5-155.64-176.18-92.39-98.58-174.33-28.40-18.37V-31.86-19.83-0.83-29.3-71.93-78.96-50.38-48.06-79.66-100.20-95.42CD(中)M72.78731.426-0.68-24.145131.26141.7693.6795.58141.1983.6674.81CD(右)M-49.269-31.21-3.57-126.79-105.58-119.86-69.05-59.05-122.86-253.06-246.28V-85.37-65.86-0.83-29.3-184.40-209.77-112.14-109.82-210.47-191.88-180.05表33二層梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-49.269-31.214.46143.03-105.58-119.86-51.81-70.29-116.1291.70104.49V85.3765.86-1.03-33.1184.40209.77109.54112.42208.91110.7698.93AB(中)M72.78731.4260.8521.3131.26141.7695.8193.43142.48150.54141.69AB(右)M-73.448-53.80-2.76-88.43-155.64-176.18-99.35-91.62-178.50-245.41-235.38V-31.86-22.26-1.03-33.1-74.48-82.61-50.66-41.78-83.47-106.72-101.82BC(左)M-16.370-9.6582.9995.8-32.24-35.77-11.10-25.47-33.2696.9899.10V33.818.68-1.50-41.965.2471.9641.8446.0470.70-6.19-10.50BC(中)M8.971.1020013.2713.3111.6611.6613.3112.3811.43BC(右)M-16.370-9.658-2.99-95.8-32.24-35.77-25.47-11.10-38.28-152.10-149.98V-33.8-18.68-1.50-41.9-65.24-71.96-46.04-41.84-73.22-118.35-114.04CD(左)M-73.448-53.802.7688.43-155.64-176.18-91.62-99.35-173.86-15.49-5.46V31.8622.26-1.03-33.174.4882.6141.7850.6681.7420.6615.76CD(中)M72.78731.426-0.85-21.3131.26141.7693.4395.81141.0579.5670.71CD(右)M-49.269-31.21-4.46-143.03-105.58-119.86-70.29-51.81-123.61-274.18-261.39V-85.37-65.86-1.03-33.1-184.40-209.77-112.42-109.54-210.64-196.82-184.99表34一層梁內(nèi)力組合表截面位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEKAB(左)M-44.439-33.615.95168.6-95.28-108.19-49.44-66.10-103.19139.56145.69V84.4163.43-1.37-38.6180.56204.88101.82111.65203.73100.7889.17AB(中)M74.73732.681.1533.2135.21146.1898.7795.55141.14161.56152.45AB(右)M-74.358-54.89-3.65-102.2-158.02-179.00-101.78-91.56-182.07-265.20-255.02V-38.82-22.26-1.37-38.6-75.78-83.86-52.38-48.55-85.01-115.12-110.12BC(左)M-16.031-9.293-3.96110.8-31.40-34.78-26.38-15.30-38.11111.16119.23V33.818.68-1.98-55.465.2471.9641.1746.7170.30-15.94-20.25BC(中)M9.3091.4670014.1114.3012.1012.1014.3013.0612.05BC(右)M-16.031-9.2933.96-110.8-31.40-34.78-15.30-26.38-31.45-170.92-168.85V-33.8-18.68-1.98-55.4-65.24-71.96-46.71-41.17-73.62-128.10-123.79CD(左)M-74.358-54.893.65102.2-158.02-179.00-91.56-101.78-175.930.5210.70V31.8622.26-1.37-38.674.4882.6141.3051.1481.4613.518.61CD(中)M74.73732.68-1.15-33.2135.21146.1895.5598.77145.2175.2466.13CD(右)M-44.439-33.61-5.95-168.6-95.28-108.19-66.10-49.44-113.18-298.80-292.67V-84.41-63.43-1.37-38.6-180.56-204.88-111.65-101.82-206.03-201.14-189.531.3柱內(nèi)力組合表35橫向框架左邊柱內(nèi)力組合樓層位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEK5柱頂M31.15611.710-1.19-53.5160.6661.0738.8442.1766.07-11.55-21.55N-646.27590.9-0.52-21.2-252.0246.20-840.88-839.4245.76-491.43-456.34V-11.29-11.310.6221.8-35.22-39.44-21.61-23.35-38.926.318.61柱底M28.98221.888-0.98-43.7862.1170.5136.3039.0569.69-5.01-9.00N-655.75-600.4-0.52-21.2-1515.68-1753.08-853.20-851.75-1753.51-1278.10-1182.50V-11.29-11.310.6221.8-35.22-39.44-21.61-23.35-38.926.318.614柱頂M28.98221.888-1.65-61.9762.1170.5135.3739.9969.12-28.66-32.65N-1038.01-923.2-1.13-51.6-2370.67-2734.21-1351.0-1341.8-2735.16-2016.57-1866.61V-16.56-12.50.9435.41-35.48-40.28-20.21-22.84-39.4916.3818.66續(xù)表35橫向框架左邊柱內(nèi)力組合柱底M28.98221.888-1.65-61.9762.1170.5135.3739.9969.12-28.66-32.65N-1041.54-932.7-1.13-51.6-2393.51-2760.85-1363.4-1360.2-2761.80-2035.14-1883.75V-16.56-12.50.9435.41-35.48-40.28-20.21-22.84-39.4916.3818.663頂M28.98221.888-1.92-65.0062.1170.5134.9940.3668.90-32.60-36.59N-1389.85-1255.5-1.96-80.9-3194.57-3690.06-1809.6-1804.1-3691.70-2728.05-2526.29V-16.56-12.511.2241.27-35.49-40.29-19.82-23.24-39.2723.9926.27柱底M28.98221.903-2.35-79.4562.1270.5334.3940.9768.56-51.37-55.36N-1399.33-1264.9-1.96-80.9-3211.24-3716.48-1821.9-1816.4-3718.13-2746.48-2543.31V-16.56-12.511.2241.27-35.49-40.29-19.82-23.24-39.2723.9926.272柱頂M28.98221.863-2.11-63.5862.0870.4734.7240.6368.70-30.77-34.76N-1741.64-1581.7-2.99-114-4018.30-4645.68-2268.3-2259.9-4648.19-3444.34-3190.79V-11.24-13.001.5145.42-36.92-41.91-20.30-24.53-40.6428.1830.56柱底M31.35623.683-3.17-95.8361.2076.2936.3245.2073.62-68.42-72.74N-1751.12-1591.2-2.99-114-4041.07-4672.26-2280.6-2272.2-4674.77-3462.84-3201.86V-11.24-13.001.5145.42-36.92-41.91-20.30-24.53-40.6428.1830.561柱頂M20.92515.863-2.78-73.2244.9051.0023.3131.0948.66-51.67-60.56N-2093.13-1911.6-4.36-152.6-4839.21-5591.47-2721.1-2714.9-5601.13-4165.89-3860.70V-12.07-9.101.3936.61-25.85-29.34-13.75-11.64-28.1725.9921.65柱底M10.461.9315-4.17-109.822.4525.501.7619.4421.99-123.99-125.43N-2012.61-1921.1-4.36-152.6-4740.48-5501.04-2622.5-2610.3-5510.71-4061.39-3769.77V-12.07-9.101.3936.61-25.85-29.34-13.75-11.64-28.1725.9921.65表36橫向框架左邊中柱內(nèi)力組合樓層位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEK5柱頂M-20.527-16.324-1.54-69.07-44.85-51.17-28.84-24.53-52.46-121.09-124.22N-309.35-264.160.2412.3-694.99-798.40-401.82-402.49-798.19-551.87-513.73V26.239.270.8021.845.1448.0035.2232.9848.6876.2673.18柱底M-19.995-16.128-1.26-56.51-43.93-50.19-21.76-24.23-51.24-109.94-101.13N-348.83-273.640.2412.3-758.24-863.94-453.14-453.82-863.74-615.36-566.79V26.239.270.8021.845.1448.0035.2232.9848.6876.2673.184柱頂M-19.995-16.128-2.12-79.82-43.93-50.19-28.96-23.03-51.97-140.24-131.44N-465.62-372.40.5112.3-1019.61-1163.91-604.59-606.02-1163.48-831.38-766.19V11.439.2161.2135.4125.1128.6816.5513.1729.7066.8865.28柱底M-19.995-16.128-2.12-79.82-43.93-50.19-28.96-23.03-51.97-140.24-131.44N-475.1-381.880.5112.3-1042.36-1190.45-616.92-618.34-1190.02-849.86-783.26V11.439.2161.2135.4125.1128.6816.5513.1729.7066.8865.28續(xù)表36橫向框架左邊中柱內(nèi)力組合3柱頂M-19.995-16.128-2.48-83.72-43.93-50.19-29.47-22.52-52.27-145.31-142.51N-591.89-486.940.8836.5-1310.34-1499.87-768.23-770.69-1499.13-1038.52-954.98V11.439.2161.5841.2725.1128.6811.0712.6530.0174.5072.90柱底M-19.995-16.128-3.04-102.3-43.93-50.19-30.25-21.74-52.74-169.47-166.66N-601.37-496.421.5836.5-1333.09-1526.41-779.57-783.99-1525.08-1051.00-972.05V11.439.2161.2241.2725.1128.6816.5713.1529.7174.5072.902柱頂M-19.995-16.128-2.71-81.9-43.93-50.19-29.79-22.20-52.46-142.95-140.14N-721.16-595.181.9451.3-1606.61-1838.08-942.59-948.02-1836.45-1265.49-1163.01V11.598.781.5145.4224.8728.2411.1812.9529.5179.8278.22柱底M-20.575-14.629-4.07-122.9-43.14-48.69-32.45-21.05-52.11-196.03-193.24N-736.64-604.661.9451.3-1629.36-1864.62-954.92-960.35-1862.99-1283.97-1180.07V11.598.781.5145.4224.8728.2411.1812.9529.5179.8278.221柱頂M-6.924-5.433-3.54-90.14-15.05-11.15-13.96-4.05-20.12-129.71-128.75N-854.39-706.751.7768.1-1895.51-2170.83-1108.2-1113.1-2169.35-1481.56-1360.79V8.116.1511.3936.6111.4119.7712.498.6020.9462.1361.02柱底M-3.462-2.717-5.31-135.2-1.53-8.58-11.932.93-13.04-182.03-181.54N-863.87-716.231.7768.1-1918.27-2191.38-1120.6-1125.5-2195.89-1500.05-1371.85V8.116.1511.3936.6111.4119.7712.498.6020.9462.1361.02表37橫向框架右中柱內(nèi)力組合樓層位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEK5柱頂M20.52716.324-1.54-69.0744.8551.1724.5328.8449.88-52.50-55.36N-309.35-264.16-0.24-12.3-694.99-798.40-402.49-401.82-798.60-589.85-545.71V-26.23-9.270.8021.8-45.14-48.00-32.98-35.22-41.33-3.98-0.90柱底M19.99516.128-1.26-56.5143.9350.1924.2321.7649.13-36.99-39.79N-348.83-273.64-0.24-12.3-758.24-863.94-453.82-453.14-864.14-641.34-598.77V-26.23-9.270.8021.8-45.14-48.00-32.98-35.22-41.33-3.98-0.904柱頂M19.99516.128-2.12-79.8243.9350.1923.0328.9648.40-61.29-70.10N-465.62-372.4-0.51-12.3-1019.61-1163.91-606.02-604.59-1164.33-863.36-798.17V-11.43-9.2161.2135.41-25.11-28.68-13.17-16.55-21.6725.1826.79柱底M19.99516.128-2.12-79.8243.9350.1923.0328.9648.40-61.29-70.10N-475.1-381.88-0.51-12.3-1042.36-1190.45-618.34-616.92-1190.88-881.84-815.24V-11.43-9.2161.2135.41-25.11-28.68-13.17-16.55-21.6725.1826.79續(xù)表37橫向框架右中柱內(nèi)力組合3柱頂M19.99516.128-2.48-83.7243.9350.1922.5229.4748.10-61.29-70.10N-591.89-486.94-0.88-36.5-1310.34-1499.87-770.69-768.23-1500.61-1133.42-1049.88V-11.43-9.2161.5841.27-25.11-28.68-12.65-11.07-21.3632.8034.41柱底M19.99516.128-3.04-102.343.9350.1921.7430.2541.63-96.51-99.32N-601.37-496.42-1.58-36.5-1333.09-1526.41-783.99-779.57-1521.74-1151.90-1066.95V-11.43-9.2161.2241.27-25.11-28.68-13.15-16.57-21.6632.8034.412柱頂M19.99516.128-2.71-81.943.9350.1922.2029.7941.91-69.99-72.80N-721.16-595.18-1.94-51.3-1606.61-1838.08-948.02-942.59-1839.71-1398.87-1296.39V-11.59-8.781.5145.42-24.87-28.24-12.95-11.18-26.9738.2739.87柱底M20.57514.629-4.07-122.943.1448.6921.0532.4545.27-123.51-126.30N-736.64-604.66-1.94-51.3-1629.36-1864.62-960.35-954.92-1866.25-1411.35-1313.45V-11.59-8.781.5145.42-24.87-28.24-12.95-11.18-26.9738.2739.871柱頂M6.9245.433-3.54-90.1415.0511.154.0513.9614.18-104.65-105.61N-854.39-706.75-1.77-68.1-1895.51-2170.83-1113.2-1108.2-2172.32-1658.62-1531.85V-8.11-6.1511.3936.61-11.41-19.77-8.60-12.49-18.6033.0534.17柱底M3.4622.717-5.31-135.21.538.58-2.9311.934.12-169.49-169.98N-863.87-716.23-1.77-68.1-1918.27-2191.38-1125.5-1120.6-2198.86-1671.11-1554.91V-8.11-6.1511.3936.61-11.41-19.77-8.60-12.49-18.6033.0534.17表38橫向框架右邊柱內(nèi)力組合樓層位置內(nèi)力SSSS1.35SGK+1.05SQK1.3SGK+1.5SQK1.3SGK±1.4SWK1.3SGK+1.5SQK+0.84SWK1.3SGK+0.65SQK+1.3SEK1.2(SGK+0.5SQK)+1.3SEK5柱頂M-31.156-11.710-1.19-53.51-60.66-61.07-42.17-38.84-68.07-121.58-111.58N-646.27590.90.5221.2-252.0246.20-839.42-840.8846.64-420.71-385.62V11.2911.310.6221.835.2239.4423.3521.6139.9665.9763.67柱底M-28.982-21.888-0.98-43.78-62.11-70.51-39.05-36.30-71.33-108.82-104.83N-655.75-600.40.5221.2-1515.68-1753.08-851.75-853.20-1752.64-1201.38-1111.78V11.2911.310.6221.835.2239.4423.3521.6139.9665.9763.674柱頂M-28.982-21.888-1.65-61.97-62.11-70.51-39.99-35.37-71.89-132.46-128.47N-1038.01-923.21.1351.6-2370.67-2734.21-1341.8-1351.0-2733.26-1882.41-1732.45V16.5612.50.9435.4135.4840.2822.8420.2141.0775.6973.41柱底M-28.982-21.888-1.65-61.97-62.11-70.51-39.99-35.37-71.89-132.46-128.47N-1041.54-932.71.1351.6-2393.51-2760.85-1360.2-1363.4-2759.90-1900.98-1749.59V16.5612.50.9435.4135.4840.2822.8420.2141.0775.6973.41續(xù)表38橫向框架右邊柱內(nèi)力組合3柱頂M-28.982-21.888-1.92-65.00-62.11-70.51-40.36-34.99-72.12-136.40-132.41N-1389.85-1255.51.9680.9-3194.57-3690.06-1804.0-1809.6-3688.41-2511.71-2315.95V16.5612.511.2241.2735.4940.2923.2419.8241.3283.3181.03柱底M-28.982-21.903-2.35-79.45-62.12-70.53-40.97-34.39-72.51-155.20-151.21N-1399.33-1264.91.9680.9-3211.24-3716.48-1816.4-1821.9-3714.83-2536.14-2332.97V16.5612.511.2241.2735.4940.2923.2419.8241.3283.3181.032柱頂M-28.982-21.863-2.11-63.58-62.08-70.47-40.63-34.72-72.24-134.54-130.55N-1741.64-1581.72.99114-4018.30-4645.68-2259.9-2268.3-4643.17-3141.94-2894.39V11.2413.001.5145.4236.9241.9124.5320.3043.1889.9181.53柱底M-31.356-23.683-3.17-95.83-61.20-76.29-45.20-36.32-78.95-180.74-176.42N-1751.12-1591.22.99114-4041.07-4672.26-2272.3-2280.6-4669.74-3166.44-2911.46V11.2413.001.5145.4236.9241.9124.5320.3043.1889.9181.531柱頂M-20.925-15.863-2.78-73.22-44.90-51.00-31.09-23.31-53.33-132.70-129.81N-2093.13-1911.64.36152.6-4839.21-5591.47-2714.9-2721.2-5593.81-3769.13-3463.94V12.079.101.3936.6125.8529.3411.6413.7530.5169.2061.54柱底M-10.46-1.9315-4.17-109.8-22.45-25.50-19.44-1.76-29.00-161.49-160.05N-2012.61-1921.14.36152.6-4740.48-5501.04-2610.2-2622.5-5503.38-3670.63-3373.01V12.079.101.3936.6125.8529.3411.6413.7530.5169.2061.54如果柱軸向力的合計(jì)值是大的偏心壓縮破壞，則應(yīng)選擇M值大而N值小的內(nèi)力作為鋼筋計(jì)算的基礎(chǔ)；如果將柱軸向力加在一起，則較小的值將破壞偏心載荷。應(yīng)選擇較大的N值和較大的M值的內(nèi)力作為計(jì)算鋼筋的基礎(chǔ)。圓柱的內(nèi)力組合有些復(fù)雜，由于