计算书337页-49页表格

附表1 梁内力计算表层次构件截面位置内力恒载调幅恒载活载调幅活载左风右风左震右震 731AB左M-17.1-13.68-8.7-6.9617-17.4050.9-51.30V17.317.309.19.1-7.47.6-22.222.30中M8.39.554.55.180.3-0.350.95-1.05右M-12.7-10.16-7.1-5.68-16.416.70-4949.20V15.315.308.38.37.4-7.6022.2-22.30BD左M-17.6-14.08-9-7.2016.6-17.0049.9-50.30V18.218.209.59.5-7.88.10-23.623.90中M910.354.85.520.10.000.25-0.15右M-10.2-8.16-5.8-4.64-16.417.00-49.450.00V14.614.60887.8-8.1023.6-23.90DE左M-13-10.40-6.7-5.3619.3-19.9058.1-58.60V13.513.507.17.1-10.710.90-32.132.30中M4.34.952.42.760.550.30-1.31.10右M-7-5.60-3.7-2.96-20.420.50-60.760.80V10.310.305.55.510.7-10.9032.1-32.30挑梁端部M-13.6-10.88-4.6-3.6800.0000.00V10.510.503.53.500.0000.002AB左M-16.3-13.04-8.30-6.6415.2-15.3051.70-51.60V17.117.109.009.00-6.606.60-22.5022.40中M8.710.014.605.290.25-0.250.85-0.80右M-13.4-10.72-7.50-6.00-14.714.80-50.0050.00V15.815.808.608.606.60-6.6022.50-22.40BD左M-16.4-13.12-8.50-6.8015.4-15.5052.10-52.20V17.417.409.109.10-7.307.40-24.9024.90中M8.5-9.784.505.180.05-0.100.15-0.15右M-11.8-9.44-6.60-5.28-15.315.30-51.8051.90V15.215.208.308.307.30-7.4024.90-24.90DE左M-11.9-9.52-6.10-4.8817.5-17.5059.20-59.40V13.413.407.107.10-9.409.50-32.1032.20中M5.36.102.903.34-0.250.30-0.951.00右M-7.1-5.68-3.90-3.12-1818.10-61.1061.40V10.910.905.905.909.40-9.5032.10-32.20挑梁端部M-13.3-10.64-4.50-3.6000.000.000.00V10.510.503.503.500.000.000.000.003AB左M-16.1-12.88-8.30-6.6412.2-12.2047.30-47.20V1717.008.908.90-5.305.30-20.5020.50中M8.69.894.65.290.2-0.20-0.75-0.75右M-13.7-10.96-7.60-6.08-11.811.80-45.8045.70V15.915.908.608.605.30-5.3020.50-20.50BD左M-16.3-13.04-8.4-6.7212.3-12.3047.60-47.60V17.317.309.109.10-5.805.80-22.7022.70中M8.69.894.65.290.05-0.050.15-0.10右M-11.8-9.44-6.6-5.28-12.212.20-47.3047.40V15.315.308.38.35.8-5.8022.70-22.70DE左M-11.8-9.44-6-4.8013.9-14.0054.10-54.30V13.313.3077-7.57.60-29.3029.40中M5.15.872.83.22-0.250.25-0.900.90右M-7.6-6.08-4.1-3.28-14.414.50-55.9056.10V1111.00667.5-7.6029.30-29.40挑梁端部M-13.3-10.64-4.5-3.6000.000.000.00V10.510.503.53.500.000.000.004AB左M-16-12.80-8.20-6.568.7-8.6039.80-39.70V16.916.908.908.90-3.703.70-17.3017.20中M8.69.894.65.290.15-0.100.65-0.65右M-13.8-11.04-7.6-6.08-8.48.40-38.5038.40V1616.008.608.603.70-3.7017.30-17.20BD左M-16.1-12.88-8.30-6.648.7-8.7040.00-40.00V17.317.309.109.10-4.104.10-19.1019.10中M8.69.894.55.180.050.000.15-0.10右M-12-9.60-6.7-5.36-8.68.70-39.7039.80V15.415.408.308.304.10-4.1019.10-19.10DE左M-11.5-9.20-5.9-4.729.9-9.9045.50-45.60V13.213.206.96.9-5.35.40-24.7024.70中M5.15.872.83.22-0.150.20-0.800.75右M-7.7-6.16-4.2-3.36-10.210.30-47.1047.10V11.111.10665.3-5.4024.70-24.70挑梁端部M-13.3-10.64-4.5-3.6000.000.000.00V10.510.503.53.500.000.000.00 25AB左M-16.3-13.04-8.3-6.645-5.0029.60-28.90V1717.008.98.9-2.12.20-12.8012.60中M8.59.784.65.290.05-0.050.45-0.30右M-13.7-10.96-7.6-6.08-4.94.90-28.7028.30V15.915.908.68.62.1-2.2012.80-12.60BD左M-15.8-12.64-8.1-6.485.1-5.1029.90-29.80V17.117.1099-2.42.40-14.2014.20中M8.59.784.55.1800.000.10-0.05右M-12.5-10.00-6.9-5.52-5.15.10-29.7029.70V15.615.608.48.42.42.4014.20-14.20DE左M-10.6-8.48-5.5-4.405.8-5.8033.60-34.00V12.612.606.76.7-3.13.10-18.1018.40中M55.752.83.22-0.10.05-0.350.55右M-8.9-7.12-4.6-3.68-65.90-34.3035.10V11.711.706.26.23.1-3.1018.10-18.40挑梁端部M-13.3-10.64-4.5-3.6000.000.000.00V10.510.503.53.500.000.000.00 746AB左M-10.7-8.56-6.1-4.882-2.2015.30-15.80V14.814.8088-0.80.90-6.406.50中M9.110.474.85.520.10.000.75-1.00右M-18.2-14.56-9.4-7.52-1.81.90-13.8013.80V18.118.109.59.50.8-0.906.40-6.50BD左M-13.8-11.04-7.4-5.921.8-1.8013.10-12.80V16.516.508.88.8-0.80.80-6.206.10中M9.310.704.95.6400.000.150.05右M-12.9-10.32-7-5.60-1.81.80-12.8012.90V16.116.108.68.60.8-0.806.20-6.10DE左M-12.9-10.32-6.4-5.122.3-2.2016.10-16.10V14.114.107.37.3-1.31.20-9.209.00中M5.66.442.93.34-0.150.10-1.150.85右M-5.6-4.48-3.5-2.80-2.62.40-18.4017.80V10.210.205.75.71.3-1.209.20-9.00挑梁端部M-10.3-8.24-4.5-3.6000.000.000.00V8.18.103.53.500.000.000.00注：内力组合，屋顶梁抗震组合时应与屋面雪荷载组合，考虑到雪荷载标准值与不上人屋面活荷载相差很少，故直接用活荷载的数值代替雪荷载的数值。弯矩单位为 梁下部受拉为正，反之为负，剪力单位为,剪力向上为正附表2 梁内力组合表层次构件截面位置内力组合一组合二组合三组合四组合五组合六组合七 v1AB左M-3.77-47.1136.76-65.46-11.15-40.04-26.167.38-40.7861.46V22.9041.80-5.9646.9326.2438.8433.5010.4031.40中M18.3517.5311.858.0818.3117.7718.7011.8710.96右M-40.011.69-59.4838.22-33.17-5.37-20.14-35.1511.19V38.1419.2444.37-8.1135.1722.5729.9828.727.72BD左M-5.05-47.3935.39-64.95-12.26-40.49-26.986.34-40.7067.25V23.9844.02-6.5749.8227.5240.8735.1410.9233.18中M19.5019.3812.049.6919.5819.4920.1512.5612.42右M-36.305.78-57.6040.89-29.43-1.38-16.29-32.7514.01V37.4317.3945.05-10.6034.2620.9128.7228.446.18DE左M5.08-44.3146.84-68.91-3.19-36.12-19.9814.54-40.3465.77V11.6638.88-20.9853.0816.3434.4826.141.2231.46中M10.109.793.486.779.909.699.806.706.35右M-36.1515.38-65.5553.97-27.666.70-10.86-35.2821.98V32.775.5648.78-24.6028.3910.2520.0627.34-2.90挑梁端部M-17.69-17.69-11.45-11.45-18.37-18.37-18.21-13.06-13.06V17.0117.0112.5012.5017.6817.6817.5012.6012.60 32AB左M-4.86-43.2938.14-65.03-11.48-37.10-24.945.63-37.0761.44V23.5440.18-6.5046.7826.5437.6333.1211.2829.76中M18.9918.3612.218.7119.0118.5919.4112.3611.66右M-38.95-1.78-61.1038.46-32.82-8.04-21.26-33.447.86V38.1121.4845.36-7.6735.4724.3931.0028.209.72BD左M-4.91-43.8438.41-65.76-11.58-37.53-25.265.82-37.4467.69V23.1541.67-8.8649.9026.4638.8133.6210.6631.24中M-5.15-5.34-6.33-5.54-7.99-8.11-4.49-11.67-11.88右M-37.261.30-61.3841.54-30.88-5.17-18.72-32.7510.09V37.9019.3747.25-11.0734.9522.6029.8628.467.88DE左M4.48-39.6248.75-68.68-3.03-32.43-18.2613.08-35.9265.95V13.1837.00-21.0652.8717.2933.1726.022.9229.38中M11.2011.894.907.9611.3511.8211.986.967.73右M-33.4312.06-66.0954.44-25.914.42-11.18-32.0218.52V32.368.5449.60-23.8128.5112.6421.3426.24-0.22挑梁端部M-17.30-17.30-11.20-11.20-17.96-17.96-17.81-12.77-12.77V17.0117.0112.5012.5017.6817.6817.5012.6012.603AB左M-8.45-39.1933.97-60.60-13.78-34.28-24.751.62-32.5458.34V24.9438.29-4.4244.5327.4036.3032.8612.9827.82中M18.7918.2810.558.6718.8118.4719.2712.1511.59右M-35.68-5.94-57.2631.96-30.79-10.96-21.66-29.673.37V36.5923.2443.26-5.4834.5225.6131.1226.5011.66BD左M-8.62-39.6134.11-61.17-13.99-34.66-25.061.57-32.8765.09V24.9239.53-6.5147.3727.5837.3333.5012.6428.88中M18.6018.4711.439.3018.6818.6019.2711.9411.80右M-33.35-2.61-56.9937.16-28.27-7.78-18.72-28.415.75V36.1321.5144.92-8.5533.8324.0829.9826.4810.24DE左M0.14-35.0243.87-63.60-5.87-29.30-18.058.13-30.9362.28V15.3334.36-18.1049.6218.6631.3425.765.4626.60中M10.7811.414.737.6110.9311.3511.556.697.39右M-29.576.84-61.4548.91-23.580.69-11.89-27.4613.00V30.2111.1846.66-20.5927.1514.4721.6023.702.56挑梁端部M-17.30-17.30-11.20-11.20-17.96-17.96-17.81-12.77-12.77V17.0117.0112.5012.5017.6817.6817.5012.6012.60 754AB左M-12.66-34.4626.75-53.18-16.53-31.06-24.54-3.18-27.4054.95V26.8336.16-0.9740.7828.6134.8232.7415.1025.46中M18.7218.4111.928.7718.7718.5619.2712.0811.73右M-31.49-10.32-50.2126.88-28.04-13.93-21.76-25.01-1.49V34.7025.3739.82-1.7533.3127.0931.2424.3814.02BD左M-12.86-34.7826.85-53.58-16.72-31.34-24.75-3.28-27.6460.67V27.0637.39-2.5343.3929.0135.9033.5015.0226.50中M18.4518.3911.389.2618.5718.5319.1111.9411.87右M-29.11-7.31-49.7629.60-25.54-11.01-19.02-23.560.66V34.1023.7741.05-4.4932.5325.6530.1024.2212.74DE左M-4.51-29.4635.69-54.86-8.82-25.46-17.652.82-24.9056.2V17.8631.34-13.1444.2820.2729.2625.508.4223.40中M10.9111.354.837.4611.0111.3111.556.837.32右M-24.481.35-52.9840.04-20.24-3.02-12.10-21.677.03V27.5614.0841.68-15.3125.4416.4521.7220.745.76挑梁端部M-17.30-17.30-11.20-11.20-17.96-17.96-17.81-12.77-12.77V17.0117.0112.5012.5017.6817.6817.5012.6012.605AB左M-17.71-30.3116.59-42.90-20.04-28.44-24.94-8.65-22.6549.39V28.9734.394.0935.8030.0933.7032.8617.4623.48中M18.4618.3311.629.0218.5318.4419.1411.8011.66右M-26.99-14.64-40.5817.09-24.99-16.76-21.66-20.01-6.29V32.5627.1434.753.2531.8328.2231.1222.0216.00BD左M-16.91-29.7617.24-43.35-19.26-27.83-24.24-8.03-22.3154.74V28.8434.882.6737.7230.0734.1033.1217.1623.88中M18.2518.2511.229.2218.3718.3718.9811.7311.73右M-25.38-12.53-40.4419.39-23.30-14.74-19.73-19.14-4.86V32.3332.3335.891.1431.4831.4830.4822.0822.08DE左M-8.41-23.0324.75-42.76-10.98-20.72-16.34-2.06-18.3047.71V19.6627.47-6.4436.6021.1126.3124.5010.7819.46中M10.8311.025.187.1610.9011.0211.416.766.97右M-20.74-5.75-41.5127.50-18.33-8.34-13.70-16.94-0.28V25.7617.9535.10-7.7524.6019.3922.7218.389.70挑梁端部M-17.30-17.30-11.20-11.20-17.96-17.96-17.81-12.77-12.77V17.0117.0112.5012.5017.6817.6817.5012.6012.606AB左M-13.90-19.196.67-25.31-14.76-18.28-17.10-7.47-13.3539.75V26.8328.978.9126.3627.3128.7428.9616.6419.02中M19.6419.5112.638.9419.7319.6520.2912.7012.56右M-29.22-24.55-29.94-0.28-28.69-25.58-28.00-19.99-14.81V34.7032.5630.3812.2434.6133.1835.0222.8420.46BD左M-18.44-22.982.27-25.08-19.31-22.34-21.54-10.73-15.7744.6V29.8831.9010.9128.0630.4031.7532.1218.6820.92中M19.9319.9312.3112.2120.0720.0720.7212.8312.83右M-21.71-17.17-24.292.74-21.04-18.02-20.22-14.90-9.86V31.1629.1527.6610.6031.0129.6631.3620.4418.20DE左M-15.94-21.616.04-27.29-17.12-20.90-19.55-9.16-15.4637.28V24.4827.634.9228.0525.2427.3427.1415.1018.60中M11.7412.064.968.1311.9012.1112.407.527.87右M-12.18-5.88-23.2312.95-11.03-6.83-9.30-9.02-2.02V21.0617.9123.481.1520.5618.4620.2214.0610.56挑梁端部M-14.42-14.42-9.04-9.04-14.72-14.72-14.93-9.89-9.89V14.1314.1310.0510.0514.4414.4414.629.729.72注：组合一. 1.2恒荷载+0.91.4（活荷载+左风荷载） 组合二. 1.2恒荷载+0.91.4（活荷载+右风荷载）组合三. 1.2（恒荷载+0.5活荷载）+1.3左地震作用 组合四. 1.2（恒荷载+0.5活荷载）+1.3右地震作用组合五.1.35恒荷载+1.4（0.7活荷载+0.6左风荷载）1.35恒荷载+1.4（0.7活荷载+0.6右风荷载） 组合六. 1.2恒荷载+1.4活荷载组合七 1.2恒荷载+1.4 左风荷载 1.2恒荷载+1.4 右风荷载 76附表3 A柱内力计算表层次截面内力恒载活载屋面雪荷载左风右风左震右震6柱顶M19.395.2-3.12.9-25.419.2N73.645.934172010.431.6柱底M-7.7-4.3-3.6-1.81.61.50.9N87.845.934172010.431.65柱顶M5.23.43.2-4.76.7-2829.8N131.673.160.828.936.3011.7058.40柱底M-6.1-3.7-3.30.2-0.19.8-10N145.873.160.828.936.311.758.44柱顶M6.53.93.4-8.48.5-29.929.7N189.5100.387.639.354.38.689.8柱底M-6.2-3.8-3.32.2-2.116.5-16.4N203.7100.387.639.354.38.689.83柱顶M6.643.5-9.910-30.730.7N247.5127.6114.448.273.82.1124.6柱底M-6.5-3.9-3.44.5-4.522.9-22.9N261.7127.6114.448.273.82.1124.62柱顶M6.33.83.4-10.610.8-28.828N305.6154.8141.355.794.6-6.1161.2柱底M-3.7-2.6-2.27.4-6.730.3-29N319.8154.8141.355.794.6-6.1161.21柱顶M2.31.71.5-11.48.8-22.520.4N364195.5181.575.8129.7-0.8211.1柱底M-6.1-2.9-1.140.8-39.2110.5-109.4N391.5195.5181.575.8129.7-0.8211.177 附表4 B柱内力计算表层次截面内力恒载活载屋面雪荷载左风右风左震右震6柱顶M6.52.4-0.4-5.76-4141.9N103.175.861.629.828.630.322.1柱底M-0.8-0.10.70.4-0.614.6-14.4N117.375.861.629.828.630.322.15柱顶M1.20.3-0.5-9.59.4-43.943.7N188.6118.9104.743.743.143.137.9柱底M-0.9-0.20.63.7-3.727.7-27.4N202.8118.9104.743.743.143.137.94柱顶M1.30.4-0.5-13.313.4-50.850.9N274.4162.114857.557.355.553.9柱底M-1.2-0.30.67.6-7.638.6-38.6N288.6162.114857.557.355.553.93柱顶M1.30.4-0.5-16.416.4-54.854.7N360.2205.4191.171.172.467.570.3柱底M-0.7-0.10.811.5-11.347.6-47.4N374.4205.4191.171.172.467.570.32柱顶M2.20.80-18.619-54.554.9N446248.6234.384.587.379.286.9柱底M-2.1-0.80.216.1-16.657.2-57.5N460.2248.6234.384.587.379.286.91柱顶M2.71.10.4-1717-41.842N532.1305.3290.9111.6115.3105.3116柱底M-6.2-2.6-0.543.3-43.6120.2-120.6N559.6305.3290.9111.6115.3105.311678附表5 D柱内力计算表层次截面内力恒载活载屋面雪荷载左风右风左震右震6柱顶M-6.7-3.1-3.1-6.36.1-43.843.3N129.978.458.12628.616.434.2柱底M4.72.12.31-0.816.6-16.9N144.178.458.12628.616.434.25柱顶M-1.6-0.6-1.9-9.910.1-46.646.7N208.6118.498.139.543.426.752.6柱底M2.71.12.34.4-4.430.6-30.8N222.8118.498.139.543.426.752.64柱顶M-2.2-0.9-1.7-14.214.2-54.654.5N287.8158.513852.558.835.372.4柱底M2.61.118.6-8.642.6-42.5N302158.513852.558.835.372.43柱顶M-1.8-0.7-0.7-17.517.7-58.959.1N366.9198.6181.464.974.742.993.2柱底M1.50.51.312.5-12.851.7-52N381.1198.6181.464.974.742.993.22柱顶M-2.9-1.2-2.4-20.420.1-59.359.2N446.2238.7221.4779149.9114.7柱底M73.34.418.8-17.163.1-61.6N460.4238.7221.4779149.9114.71柱顶M-6-3-3.5-1917.7-46.545N524.9292274.5101.6121.369150.6柱底M-1.8-0.41.544.2-44.1122.5-122.3N552.4292274.5101.6121.369150.679附表6 E柱截面内力表层次截面内力恒载活载屋面雪荷载左风右风左震右震6柱顶M-6.7-3.1-3.1-6.36.1-43.843.3N129.978.458.12628.616.434.2柱底M4.72.12.31-0.816.6-16.9N144.178.458.12628.616.434.25柱顶M-1.6-0.6-1.9-9.910.1-46.646.7N208.6118.498.139.543.426.752.6柱底M2.71.12.34.4-4.430.6-30.8N222.8118.498.139.543.426.752.64柱顶M-2.2-0.9-1.7-14.214.2-54.654.5N287.8158.513852.558.835.372.4柱底M2.61.118.6-8.642.6-42.5N3021