A148+某七层一字型框架办公楼建筑图结构图计算书6900平米左右
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a148
某七层一
字型
框架
办公楼
建筑
结构图
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平米
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A148+某七层一字型框架办公楼建筑图结构图计算书6900平米左右,a148,某七层一,字型,框架,办公楼,建筑,结构图,计算,平米,左右,摆布
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表6.9 屋面横梁弯矩控制值计算 (8层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A8恒1-63.9673.48600-41.92活1-6.816.38-4.90地震左40.96-11.0337.651地震右-40.9611.03-37.651.2（+0.5）+1.3-27.5977.67-4.291.2（+0.5）+1.3-134.09106.34-102.19B8左恒1-67.2-74.52600-44.84活1-6.80-6.38-4.89地震左-35.14-11.03-31.83地震右35.1411.0331.831.2（+0.5）+1.3-130.4-107.59-98.121.2（+0.5）+1.3-39.04-78.91-15.37中跨B8右恒1-7.9010.44600-4.77活1-0.300.90-0.03地震左13.00-10.839.75地震右-13.0010.83-9.751.2（+0.5）+1.37.24-1.016.941.2（+0.5）+1.3-26.5627.15-18.42C8左恒1-7.90-10.44600-4.77活1-0.30-0.90-0.03地震左-13.00-10.83-9.75地震右13.0010.839.751.2（+0.5）+1.3-26.56-27.15-18.421.2（+0.5）+1.37.241.016.94右边跨C8右恒1-67.2074.52600-44.84活1-6.826.38-4.91地震左35.14-11.0331.83地震右-35.1411.03-31.831.2（+0.5）+1.3-39.0578.91-15.381.2（+0.5）+1.3-130.41107.59-98.13D8恒1-63.96-73.48600-41.92活1-6.81-6.38-4.90地震左-40.96-11.03-37.65地震右40.9611.0337.651.2（+0.5）+1.3-134.09-106.34-102.191.2（+0.5）+1.3-27.59-77.67-4.29 表6.10 屋面横梁弯矩控制值计算 (7层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A7恒1-74.2473.00600-52.34活1-24.4425.37-16.83地震左72.48-20.1166.45地震右-72.4820.11-66.451.2（+0.5）+1.3-9.5376.6813.471.2（+0.5）+1.3-197.98128.97-159.29B7左恒151.60-74.6560074.00活122.90-25.4630.54地震左3.11-66.2622.99地震右-3.1166.26-22.991.2（+0.5）+1.379.71-190.99137.011.2（+0.5）+1.371.62-18.7177.23中跨B7右恒1-4.219.88600-1.25活1-2.163.60-1.08地震左24.51-20.4318.38地震右-24.5120.43-18.381.2（+0.5）+1.325.51-12.5421.751.2（+0.5）+1.3-38.2140.58-26.04C7左恒1-4.21-9.88600-1.25活1-2.163.60-3.24地震左-24.51-20.43-18.38地震右24.5120.4318.381.2（+0.5）+1.3-38.21-40.58-26.041.2（+0.5）+1.325.5112.5421.75右边跨C7右恒1-74.6573.14600-52.71活1-25.4625.69-17.75地震左66.26-20.1060.23地震右-66.2620.11-60.231.2（+0.5）+1.3-18.7277.044.391.2（+0.5）+1.3-190.99129.33-152.19D7恒1-74.24-73.00600-52.34活1-24.44-25.37-16.83地震左-72.48-20.11-66.45地震右72.4820.1166.451.2（+0.5）+1.3-197.98-128.97-159.291.2（+0.5）+1.3-9.53-76.6813.47表6.11 屋面横梁弯矩控制值计算 (6层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A6恒1-72.1972.92600-50.31活1-25.0425.38-17.43地震左117.28-32.49107.53地震右-117.2832.49-107.531.2（+0.5）+1.350.8160.568.961.2（+0.5）+1.3-254.12144.97-210.63B6左恒1-73.13-73.22600-51.16活1-25.97-25.68-18.27地震左-106.88-32.49-97.13地震右106.8832.4997.131.2（+0.5）+1.3-242.28-145.51-198.631.2（+0.5）+1.335.61-61.0453.92中跨B6右恒1-4.779.88600-1.81活1-1.973.60-0.89地震左39.53-32.9429.65地震右-39.5332.94-29.651.2（+0.5）+1.344.48-28.8135.841.2（+0.5）+1.3-58.3056.84-41.25C6左恒1-4.77-9.88600-1.81活1-1.97-3.60-0.89地震左-39.53-32.94-29.65地震右39.5332.9429.651.2（+0.5）+1.3-58.30-56.84-41.251.2（+0.5）+1.344.4828.8135.84右边跨C6右恒1-73.1373.22600-51.16活1-25.9725.68-18.27地震左106.88-32.4997.13地震右-106.8832.49-97.131.2（+0.5）+1.335.6161.0453.921.2（+0.5）+1.3-242.28145.51-198.63D6恒1-72.19-72.92600-50.31活1-25.04-25.38-17.43地震左-117.28-32.49-107.53地震右117.2832.49107.531.2（+0.5）+1.3-254.12-144.97-210.631.2（+0.5）+1.350.81-60.568.96 表6.12 屋面横梁弯矩控制值计算 (5层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A5恒1-72.1972.92600-50.31活1-25.0425.38-17.43地震左158.36-45.28144.78地震右-158.3645.28-144.781.2（+0.5）+1.3104.2243.87117.381.2（+0.5）+1.3-307.52161.6-259.04B5左恒1-73.13-73.22600-51.16活1-25.97-25.68-18.27地震左-154.1-45.28-140.52地震右154.1045.28140.521.2（+0.5）+1.3-303.67-162.14-255.031.2（+0.5）+1.396.99-44.41110.31中跨B5右恒1-4.779.88600-1.81活1-1.973.60-0.89地震左56.99-47.4942.74地震右-56.9947.49-42.741.2（+0.5）+1.367.18-47.7252.861.2（+0.5）+1.3-80.9975.75-58.27C5左恒1-4.77-9.88600-1.81活1-1.97-3.60-0.89地震左-56.99-47.49-42.74地震右56.9947.4942.741.2（+0.5）+1.3-80.99-75.75-58.271.2（+0.5）+1.367.1847.7252.86右边跨C5右恒1-73.1373.22600-51.16活1-25.9725.68-18.27地震左154.10-45.28140.52地震右-154.145.28-140.521.2（+0.5）+1.396.9944.41110.311.2（+0.5）+1.3-303.67162.14-255.03D5恒1-72.19-72.92600-50.31活1-25.04-25.38-17.43地震左-158.36-45.28-144.78地震右158.3645.28144.781.2（+0.5）+1.3-307.52-161.6-259.041.2（+0.5）+1.3104.22-43.87117.38表6.13 屋面横梁弯矩控制值计算 (4层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A4恒1-72.1972.92600-50.31活1-25.0425.38-17.43地震左203.79-57.04186.68地震右-203.7957.04-186.681.2（+0.5）+1.3163.2828.58171.851.2（+0.5）+1.3-366.58176.88-313.52B4左恒1-73.13-73.22600-51.16活1-25.97-25.68-18.27地震左-189.79-57.04-172.68地震右189.7957.04172.681.2（+0.5）+1.3-350.07-177.42-296.841.2（+0.5）+1.3143.39-29.12152.13中跨B4右恒1-4.779.88600-1.81活1-1.973.60-0.89地震左70.19-58.4952.64地震右-70.1958.49-52.641.2（+0.5）+1.384.34-62.0265.731.2（+0.5）+1.3-98.1590.05-71.14C4左恒1-4.77-9.88600-1.81活1-1.97-3.60-0.89地震左-70.19-58.49-52.64地震右70.1958.4952.641.2（+0.5）+1.3-98.15-90.05-71.141.2（+0.5）+1.384.3462.0265.73右边跨C4右恒1-73.1373.22600-51.16活1-25.9725.68-18.27地震左189.79-57.04172.68地震右-189.7957.04-172.681.2（+0.5）+1.3143.3929.12152.131.2（+0.5）+1.3-350.07177.42-296.84D4恒1-72.19-72.92600-50.31活1-25.04-25.38-17.43地震左-203.79-57.04-186.68地震右203.7957.04186.681.2（+0.5）+1.3-366.58-176.88-313.521.2（+0.5）+1.3163.28-28.58171.85 表6.14 屋面横梁弯矩控制值计算 (3层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A3恒1-72.1972.92600-50.31活1-25.0425.38-17.43地震左221.84-62.09203.21地震右-221.8462.09-203.211.2（+0.5）+1.3186.7422.02193.351.2（+0.5）+1.3-390.04183.45-335.01B3左恒1-73.13-73.22600-51.16活1-25.97-25.68-18.27地震左-206.61-62.09-187.98地震右-206.6162.09-225.241.2（+0.5）+1.3-371.93-183.99-316.731.2（+0.5）+1.3165.26-22.56172.03中跨B3右恒1-4.779.88600-1.81活1-1.973.60-0.89地震左76.42-63.6857.32地震右-76.4263.68-57.321.2（+0.5）+1.392.44-68.7771.811.2（+0.5）+1.3-106.2596.8-77.21C3左恒1-4.77-9.88600-1.81活1-1.97-3.60-0.89地震左-76.42-63.68-57.32地震右76.4263.6857.321.2（+0.5）+1.3-106.25-96.8-77.211.2（+0.5）+1.392.4468.7771.81右边跨C3右恒1-73.1373.22600-51.16活1-25.9725.68-18.27地震左206.81-62.09188.18地震右-206.8162.09-188.181.2（+0.5）+1.3165.5222.56172.291.2（+0.5）+1.3-372.19183.99-316.99D3恒1-72.19-72.92600-50.31活1-25.04-25.38-17.43地震左-221.84-62.09-203.21地震右221.8462.09203.211.2（+0.5）+1.3-390.04-183.45-335.011.2（+0.5）+1.3186.74-22.02193.35表6.15 屋面横梁弯矩控制值计算 (2层)位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/2左边跨A2恒1-72.6872.93600-50.80活1-25.1725.39-17.55地震左240.36-67.04220.25地震右-240.3667.04-220.251.2（+0.5）+1.3210.1515.60214.831.2（+0.5）+1.3-414.79189.9-357.82B2左恒1-73.52-73.21600-51.56活1-26.07-25.67-18.37地震左-226.36-67.04-206.25地震右226.3667.04206.251.2（+0.5）+1.3-398.13-190.41-341.011.2（+0.5）+1.3190.4-16.10195.23中跨B2右恒1-4.649.88600-1.68活1-1.923.60-0.84地震左83.72-69.7762.79地震右-83.7269.77-62.791.2（+0.5）+1.3102.12-76.6979.111.2（+0.5）+1.3-115.56104.72-84.14C2左恒1-4.64-9.88600-1.68活1-1.92-3.60-0.84地震左-83.72-69.77-62.79地震右83.7269.7762.791.2（+0.5）+1.3-115.56-104.72-84.141.2（+0.5）+1.3102.1276.6979.11右边跨C2右恒1-73.5273.21600-51.56活1-26.0725.67-18.37地震左-226.36-67.04-246.47地震右226.3667.04246.471.2（+0.5）+1.3190.4016.10195.231.2（+0.5）+1.3-398.13190.41-341.01D2恒1-72.68-72.93600-50.80活1-25.17-25.39-17.55地震左-240.36-67.04-220.25地震右240.3667.04220.251.2（+0.5）+1.3-414.79-189.9-357.821.2（+0.5）+1.3210.15-15.60214.83横梁弯矩控制值计算 层次 位置截面荷载M(KN*m)V(KN)b(mm)M1=M-V*b/27左边跨B7右恒-41.1762.33600-22.47活-11.3316.59-6.35地震左50.78-16.1245.94地震右-50.7816.12-45.941.2（+0.5）+1.39.8163.7928.951.2（+0.5）+1.3-122.22105.70-90.51C7左恒-45.07-63.85600-25.92活-17.16-4.93-15.68地震左-45.95-16.12-41.11地震右45.9616.1241.121.2（+0.5）+1.3-121.48-107.88-89.121.2（+0.5）+1.3-2.01-65.9617.78中跨C7右恒-8.3213.78600-4.19活-0.433.600.65地震左15.89-13.2411.92地震右-15.8913.24-11.921.2（+0.5）+1.310.421.4910.871.2（+0.5）+1.3-30.9035.91-20.13D7左恒-8.32-13.78600-4.19活-0.43-3.600.65地震左-15.89-13.24-11.92地震右15.8913.2411.921.2（+0.5）+1.3-30.90-35.91-20.131.2（+0.5）+1.310.41-1.4910.86右边跨D7右恒-45.0763.85600-25.92活-12.7717.16-7.62地震左45.95-16.1241.11地震右-45.9516.12-41.111.2（+0.5）+1.3-2.0165.9617.781.2（+0.5）+1.3-121.48107.87-89.12E7左恒-41.17-62.33600-22.47活-11.33-16.59-6.35地震左-50.78-16.12-45.94地震右50.7816.1245.941.2（+0.5）+1.3-122.22-105.70-90.511.2（+0.5）+1.39.81-63.7928.956左边跨B6恒-37.2244.17600-23.97活-13.7316.81-8.69地震左95.97-31.0386.66地震右-95.9731.03-86.661.2（+0.5）+1.371.8622.7578.691.2（+0.5）+1.3-177.67103.43-146.64C6左恒-37.59-44.31600-24.30活-14.06-16.94-8.98地震左-90.19-31.03-80.88地震右90.1931.0380.881.2（+0.5）+1.3-170.79-103.68-139.691.2（+0.5）+1.363.71-23.0070.61中跨C6右恒-3.549.71600-0.63活-1.964.50-0.61地震左31.20-26.0023.40地震右-31.2026.00-23.401.2（+0.5）+1.335.14-19.4529.311.2（+0.5）+1.3-45.9848.15-31.54D6左恒-3.54-9.71600-0.63活-1.96-4.50-0.61地震左-31.20-26.00-23.40地震右31.2026.0023.401.2（+0.5）+1.3-45.98-48.15-31.541.2（+0.5）+1.335.1419.4529.31右边跨D6右恒-37.5944.31600-24.30活-14.0616.94-8.98地震左90.19-31.0380.88地震右-90.1931.03-80.881.2（+0.5）+1.363.7123.0070.611.2（+0.5）+1.3-170.79103.68-139.69E6左恒-37.22-44.17600-23.97活-13.73-16.81-8.69地震左-95.97-31.03-86.66地震右95.9731.0386.661.2（+0.5）+1.3-177.67-103.43-146.641.2（+0.5）+1.371.86-22.7578.695左边跨B5恒-35.0044.05600-21.79活-13.3316.79-8.29地震左146.45-47.04132.34地震右-146.4547.04-132.341.2（+0.5）+1.3140.381.78140.911.2（+0.5）+1.3-240.39124.08-203.17C5左恒-36.00-44.44600-22.67活-13.77-16.96-8.68地震左-135.79-47.04-121.68地震右135.7947.04121.681.2（+0.5）+1.3-227.99-124.65-190.601.2（+0.5）+1.3125.07-2.35125.78中跨C5右恒-4.089.71600-1.17活-0.804.500.55地震左46.97-30.1437.93地震右-46.9739.14-35.231.2（+0.5）+1.355.69-36.5344.731.2（+0.5）+1.3-66.4465.23-46.87D5左恒-4.08-9.71600-1.17活-0.80-4.500.55地震左-46.97-39.14-35.236左边跨C6左600地震右46.9739.1435.231.2（+0.5）+1.3-66.44-65.23-46.871.2（+0.5）+1.355.6936.5344.73右边跨D5右恒-36.0044.44600-22.67活-13.7716.96-8.68地震左135.79-47.04121.68地震右-135.7947.04-121.681.2（+0.5）+1.3125.072.35125.781.2（+0.5）+1.3-227.99124.66-190.59E5左恒-35.00-44.05600-21.79活13.33-16.7918.37地震左-146.45-47.04-132.34地震右146.4547.04132.341.2（+0.5）+1.3-240.39-124.08-203.171.2（+0.5）+1.3140.38-1.78140.914左边跨B4恒-35.0044.05600-21.79活-13.3316.79-8.29地震左193.30-62.09174.67地震右-193.3062.09-174.671.2（+0.5）+1.3201.2926.88209.351.2（+0.5）+1.3-301.30152.75-255.48C4左恒-36.00-44.44600-22.67活-13.77-16.94-8.69地震左-179.23-62.09-160.60地震右179.2362.09160.601.2（+0.5）+1.3-284.46-144.21-241.201.2（+0.5）+1.3181.5417.23176.37中跨C4右恒-4.089.71600-1.17活-0.804.500.55地震左62.00-51.6746.50地震右-62.0051.67-46.501.2（+0.5）+1.375.23-52.8259.381.2（+0.5）+1.3-85.9781.82-61.42D4左恒-4.08-9.71600-1.17活-0.80-4.500.55地震左-62.00-51.67-46.50地震右62.0051.6746.501.2（+0.5）+1.3-85.97-81.82-61.421.2（+0.5）+1.375.2352.8259.38右边跨D4右恒-36.0044.44600-22.67活-13.7716.94-8.69地震左179.23-62.09160.60地震右-179.2362.09-160.601.2（+0.5）+1.3181.54-17.23176.371.2（+0.5）+1.3-284.46144.21-241.20E4左恒-35.00-44.05600-21.79活-13.33-16.79-8.29地震左-193.30-69.09-172.575中跨D5左600地震右193.3069.09172.571.2（+0.5）+1.3-301.29-152.75-255.471.2（+0.5）+1.3201.2926.88209.353左边跨B3恒-35.0044.05600-21.79活-13.3316.79-8.29地震左243.64-78.26220.16地震右-243.6178.26-220.131.2（+0.5）+1.3266.73-38.81255.091.2（+0.5）+1.3-366.74164.67-317.34C3左恒-36.00-44.44600-22.67活-13.77-16.96-8.68地震左-225.92-78.26-202.44地震右225.9278.26202.441.2（+0.5）+1.3-345.16-165.24-295.591.2（+0.5）+1.3242.2338.23230.76中跨C3右恒-4.089.71600-1.17活-0.804.500.55地震左78.15-65.1358.61地震右-78.1565.13-58.611.2（+0.5）+1.396.22-70.3275.121.2（+0.5）+1.3-106.9799.02-77.26D3左恒-4.08-9.71600-1.17活-0.80-4.500.55地震左-78.15-65.13-58.61地震右78.1565.1358.611.2（+0.5）+1.3-106.97-99.02-77.261.2（+0.5）+1.396.2270.3275.12右边跨D3右恒-36.0044.44600-22.67活-13.7716.96-8.68地震左225.92-78.26202.44地震右-225.9278.26-202.441.2（+0.5）+1.3242.23-38.23230.761.2（+0.5）+1.3-345.16165.24-295.59E3左恒-35.00-44.05600-21.79活-13.33-16.79-8.29地震左-243.64-78.26-220.16地震右243.6478.26220.161.2（+0.5）+1.3-366.73-164.67-317.331.2（+0.5）+1.3266.7338.81255.092左边跨B2恒-35.1544.05600-21.94活-13.3816.79-8.34地震左259.73-83.41234.71地震右-259.7383.41-234.711.2（+0.5）+1.3287.44-45.50273.791.2（+0.5）+1.3-387.86171.37-336.45C2左恒-36.10-44.43600-22.77活-13.81-16.96-8.72地震左-240.40-83.41-215.384右边跨E4左600地震右240.4083.41215.381.2（+0.5）+1.3-364.57-171.92-312.991.2（+0.5）+1.3261.3644.92247.88中跨C2右恒-3.839.71600-0.92活-1.824.50-0.47地震左83.31-69.4262.48地震右-83.3169.42-62.481.2（+0.5）+1.3102.62-75.9079.851.2（+0.5）+1.3-113.99104.60-82.61D2左恒-3.83-9.71600-0.92活-1.82-4.50-0.47地震左-83.31-69.42-62.48地震右83.3169.
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