关 键 词：

平米 教学楼 计算 pkpm 模型 建筑 部分 部份 结构图

资源描述：

5247平米四层教学楼（计算书、PKPM模型、建筑图、部分结构图）,平米,教学楼,计算,pkpm,模型,建筑,部分,部份,结构图

内容简介：

总信息检查在 1层检查出的错误在 2层检查出的错误在 3层检查出的错误在 4层检查出的错误楼层hi(m)Di(kN/m)Dihi(kN)VEKi(kN)Gj(重力荷载 代表值，kN)Gj(重力荷载 设计值，kN)刚重比 剪重比43.94507001757730998.8914203.8117569.27100.050.07033.94507001757730163.6129533.3238265.2745.940.00623.94507001757730 2073.5544862.8358961.2729.810.04614.32979001280970 2344.6061212.2880881.1715.840.038 14203.8117569.2715329.512069615329.512069616349.4521919.9 恒荷+活荷M(kN.m)-56.38-5.134.7035.40-81.14-70.89-78.79-66.10V(kN)71.784.98-1.15-8.42101.7892.1494.0789.41M(kN.m)-91.38-6.61-3.26-22.72-129.84-121.65-116.17-120.70V(kN)-83.72-5.48-1.15-8.42-118.39-109.10-107.17-107.44(AB)跨中 M(kN.m)80.215.500.726.13113.67104.56103.35102.65M(kN.m)-60.87-3.373.6925.68-85.48-74.66-80.86-71.18V(kN)9.020.55-3.51-24.4612.728.6514.546.45M(kN.m)-60.87-3.37-3.69-25.68-85.48-80.86-74.66-81.51V(kN)-9.02-0.55-3.51-24.46-12.72-14.54-8.65-16.28(BC)跨中 M(kN.m)-79.74-4.280.000.00-111.84-101.68-101.68-99.88M(kN.m)-91.38-6.613.2622.72-129.84-116.17-121.65-111.57V(kN)83.725.48-1.15-8.42118.39107.17109.10104.22M(kN.m)-56.38-5.13-7.40-35.40-81.14-81.05-68.62-83.04V(kN)-71.78-4.98-1.15-8.42-101.78-94.07-92.14-92.63(CD)跨中 M(kN.m)80.215.50-0.72-6.13113.67103.35104.56100.63M(kN.m)-54.06-19.9314.6167.95-92.51-80.50-105.05-63.95V(kN)51.7020.13-3.62-17.7189.5287.1893.2676.70M(kN.m)-62.05-24.59-10.37-54.28-107.87-117.60-100.18-113.08V(kN)-54.42-21.71-3.62-17.71-94.74-98.74-92.66-91.65(AB)跨中 M(kN.m)37.4623.742.126.8473.8479.9776.4171.19M(kN.m)-26.51-12.5111.7361.36-48.05-39.47-59.18-27.65V(kN)5.852.76-11.17-58.4410.601.5020.27-5.91M(kN.m)-26.51-12.15-11.73-61.63-47.70-58.68-38.97-60.14V(kN)-5.85-2.86-11.17-58.44-10.70-20.41-1.64-25.46(BC)跨中 M(kN.m)-31.24-14.830.000.00-56.71-58.25-58.25-52.02M(kN.m)-62.05-24.5910.3754.28-107.87-100.18-117.60-84.04V(kN)54.4221.71-3.62-17.7194.7492.6698.7481.51M(kN.m)-54.06-19.93-14.61-67.95-92.51-105.05-80.50-104.86V(kN)-51.70-20.13-3.62-17.71-89.52-93.26-87.18-86.84(CD)跨中 M(kN.m)37.4623.74-2.12-6.8473.8476.4179.9765.25M(kN.m)-50.93-20.6125.4896.52-88.95-68.57-111.37-45.64V(kN)51.3020.20-6.42-24.4189.0584.4595.2372.37M(kN.m)-61.24-24.83-18.79-71.91-107.01-124.03-92.47-124.13V(kN)-54.82-21.64-6.42-24.41-95.21-101.47-90.69-95.98(AB)跨中 M(kN.m)40.2523.093.3512.3176.9783.4477.8175.62M(kN.m)-28.35-11.6021.2581.29-49.64-32.41-68.11-15.64V(kN)5.852.76-20.23-77.4210.60-6.1127.88-18.60M(kN.m)-28.35-11.60-21.25-81.29-49.64-68.11-32.41-75.14V(kN)-5.85-2.76-20.23-77.42-10.60-27.886.11-38.05(BC)跨中 M(kN.m)-33.83-14.060.000.00-59.45-60.28-60.28-54.37M(kN.m)-61.24-24.8318.7971.91-107.01-92.47-124.03-71.524(CD)左(CD)右(BC)左3(AB)左(AB)右(BC)左(BC)右(CD)左1.2+0.7 1.4 1.0 1.4 内力组合（设计值）恒荷+活荷+风荷1.35+0.7 1.4层号截面2(AB)左(AB)右(BC)左(BC)右(CD)左(BC)右恒荷内力荷载类别（标准值）(AB)左(AB)右(CD)右活荷左风左震1.2+1.0 1.4 0.6 1.4 V(kN)54.8221.64-6.42-24.4195.2190.69101.4778.00M(kN.m)-50.93-20.61-25.48-96.52-88.95-111.37-68.57-116.99V(kN)-51.30-20.20-6.42-24.41-89.05-95.23-84.45-90.34(CD)跨中 M(kN.m)40.2524.30-3.35-12.3178.1579.5185.1367.42M(kN.m)-47.40-19.1840.27124.95-82.79-49.91-117.56-19.30V(kN)50.8220.01-9.99-31.5588.2280.6197.3966.61M(kN.m)-60.52-24.54-28.66-92.73-105.75-131.05-82.91-136.80V(kN)-55.30-21.83-9.99-31.55-96.05-105.31-88.53-101.74(AB)跨中 M(kN.m)43.2524.305.8116.1182.2090.8081.0483.85M(kN.m)-31.43-12.8432.40104.83-55.01-28.48-82.91-4.94V(kN)5.852.76-30.86-99.8410.60-15.0436.81-34.65M(kN.m)-31.43-12.84-32.40-104.83-55.01-82.91-28.48-95.66V(kN)-5.85-2.76-30.86-99.84-10.60-36.8115.04-52.93(BC)跨中 M(kN.m)-38.18-15.820.000.00-67.05-67.96-67.96-61.32M(kN.m)-60.52-24.5428.6692.73-105.75-82.91-131.05-56.55V(kN)55.3021.83-9.99-31.5596.0588.53105.3173.77M(kN.m)-47.40-19.18-40.27-124.95-82.79-117.56-49.91-132.05V(kN)-50.82-20.01-9.99-31.55-88.22-97.39-80.61-94.58(CD)跨中 M(kN.m)43.2524.30-5.81-16.1182.2081.0490.8067.58 1(CD)左(CD)右(AB)左(CD)左(BC)右(CD)右(AB)右(BC)左 -79.26-12.93-116.24-12.93-116.24-9.69-87.18-9.6992.6378.1899.5794.95120.8480.71102.71-111.57-142.50-83.43-142.50-83.43-106.87-62.57-62.57-104.22-114.15-92.26-136.27-110.38-115.83-93.82100.63106.9791.03106.9791.0380.2368.27113.67-81.51-29.17-108.11-29.17-108.11-21.88-81.08-21.8816.28-22.5042.90-27.2955.41-23.2047.10-71.18-108.11-29.17-108.11-29.17-81.08-21.88-21.88-6.45-42.9022.50-55.4127.29-47.1023.20-99.88-97.83-97.83-97.83-97.83-73.37-73.37-73.37-120.70-83.43-142.50-83.43-142.50-62.57-106.87-62.57107.4492.26114.15110.38136.2793.82115.83-62.32-116.24-12.93-116.24-12.93-87.18-9.69-9.69-89.41-99.57-77.68-120.84-94.95-102.71-80.71102.6591.03106.9791.03106.9768.2780.23113.67-104.8624.31-163.1724.31-163.1718.23-122.3818.2386.8449.0895.1362.00114.3952.7097.23-84.04-157.32-16.19-157.32-16.19-117.99-12.14-12.14-81.51-99.18-53.14-119.91-67.52-101.92-57.4065.2565.7147.9365.7147.9349.2935.9579.97-60.4947.00-117.8447.00-117.8435.25-88.3847.0025.36-68.7484.37-76.0996.97-64.6882.42-27.30-118.0147.53-118.0147.53-88.5035.6535.655.82-84.4268.69-76.0996.97-64.6882.42-52.02-44.90-44.90-44.90-44.90-33.68-33.68-33.68-113.08-16.19-157.32-16.19-157.32-12.14-117.99-12.1491.6553.1499.1867.52119.9157.40101.92-63.95-163.1724.31-163.1724.31-122.3818.2318.23-76.70-95.13-49.08-114.39-62.00-97.23-52.7071.1947.9365.7147.9365.7135.9549.2979.97-116.9964.24-196.9064.24-196.9048.18-147.6748.1890.3439.93103.3952.12125.5144.30106.68-71.52-179.3919.83-179.3919.83-134.5414.8714.87-78.00-108.34-44.87-129.79-56.41-110.33-47.9466.2475.8543.8475.8543.8456.8932.8883.44-75.1471.53-145.5071.53-145.5053.65-109.1253.6538.05-93.42109.05-103.33124.02-87.83105.42-15.64-145.5071.53-145.5071.53-109.1253.6553.6518.60-109.0593.42-124.02103.33-105.4287.83-54.37-47.63-47.63-47.63-47.63-35.72-35.72-35.72-124.1319.83-179.3919.83-179.3914.87-134.5414.871.2+0.7 1.4 1.0 1.4 内力组合（设计值）重力荷载+地震右震左震1.2(+0.5) +1.31.2(+0.5) -1.3右震地震组合内力调整1.1(Mbl+Mbr)/ln+VGbRESE+Mmax左震95.9844.87108.3456.41129.7947.94110.33-45.64-196.9064.24-196.9064.24-147.6748.1848.18-72.37-103.39-39.93-125.51-52.12-106.68-44.3076.8044.4576.4544.4576.4533.3457.3485.13-132.05105.45-228.91105.45-228.9179.08-171.6879.0894.5829.97112.0041.39135.0635.18114.80-56.55-205.4447.76-205.4447.76-154.0835.8235.82-73.77-118.29-36.26-140.52-46.85-119.44-39.8267.5884.9943.1184.9943.1163.7432.3390.80-95.6698.43-180.4298.43-180.4273.82-135.3173.8252.93-122.56138.19-135.72153.11-115.36130.15-4.94-180.4292.14-180.4292.14-135.3169.1169.1133.48-138.19122.56-156.41132.42-132.94112.56-61.32-53.73-53.73-53.73-53.73-40.29-40.29-40.29-136.8047.76-205.4447.76-205.4435.82-154.0835.82101.7436.26118.2946.85140.5239.82119.44-19.30-228.91105.45-228.91105.45-171.6879.0879.08-66.61-112.00-29.97-135.06-41.39-114.80-35.1883.8543.1184.9943.1184.9932.3363.7490.80q恒 q活跨度LVGb-87.1827.001.856.90115.61102.7178.18-129.84-93.82-118.3968.27-85.4810.341.642.1014.0647.10-23.20-85.4823.20-47.10-111.84-129.8427.001.856.90115.61118.3992.26-87.18-80.71-102.7168.27-122.3818.277.406.9090.9697.2349.08-117.99-57.40-101.9235.95-88.386.573.282.1010.3482.42-68.74-88.5082.42-84.42-58.25-117.9918.277.406.9090.96101.9253.14-122.38-52.70-97.2335.95-147.6718.277.406.9090.96106.6839.93-134.54-47.94-110.3332.88-109.126.573.282.1010.34105.42-93.42-109.1287.83-109.05-60.28-134.5418.277.406.9090.96内力挑选VmaxVmin-Mmax110.3344.87-147.67-44.30-106.6833.34-171.6818.277.406.9090.96114.8029.97-154.08-39.82-119.4432.33-135.316.573.282.1010.34130.15-122.56-135.31112.56-138.19-67.96-154.0818.277.406.9090.96119.4436.26-171.68-35.18-114.8032.33恒荷+活荷M66.336.04-4.7-35.495.4647N175.6412.65-1.15-8.24249.511M37.6310.62-2.53-19.0661.2081N196.5812.65-1.15-8.24277.78V-20.66-4.271.8513.96-32.0756M25.9812.83-12.08-48.8947.6464N315.563.83-4.77-26.14488.4784M29.7212.03-8.05-4051.9114N336.4463.83-4.77-26.14516.7474V-14.28-6.375.1622.79-25.5206M30.212.22-17.43-56.5252.7456N454.96115.08-11.19-50.55726.9744M34.213.84-14.26-56.5259.7332N475.9115.08-11.19-50.55755.2434V-16.51-6.688.1328.98-28.8349M21.578.73-26.01-68.4337.6749N593.94166.14-21.18-82.1964.6362M12.144.91-37.82-121.6521.2008N622.13166.14-21.18-82.11002.6927V-6.42-2.612.16-36.2-11.215B柱恒荷+活荷荷载类别（标准值）左风 柱下端活荷层号截面内力荷载类别（标准值）恒荷柱下端左震1.35+0.71.44柱上端3柱上端柱下端1柱上端柱下端2柱上端 M-35.9-3.82-3.26-48.4-52.2086N228.2116.16-3.51-16.04323.9203M-23.55-6.61-4.52-38.03-38.2703N249.1516.16-3.51-16.04352.1893V15.242.762.9422.1623.2788M-18.27-8.03-17.85-77.61-32.5339N397.181.13-9.91-56.76615.5924M-19.24-7.74-14.38-63.05-33.5592N418.0481.13-9.91-56.76643.8614V9.624.048.1936.1816.9462M-19.46-7.82-25.66-89.71-33.9346N566.39146.03-23.72-109.77907.7359M-20.92-8.41-24.85-89.71-36.4838N587.33146.03-23.72-109.77936.0049V10.354.1612.946.0118.0493M-13.3-5.35-36.21-107.84-23.198N736.17211.12-44.59-178.061200.7271M-7.01-2.86-44.3-131.81-12.2663N764.36211.12-44.59-178.061238.7836V3.891.5615.3345.656.7803C柱恒荷+活荷荷载类别（标准值）恒荷活荷左风左震1.35+0.71.4 层号截面内力 1.35+0.71.4恒荷活荷左风左震柱上端柱下端层号截面内力3柱上端柱下端4柱上端柱下端1柱上端柱下端2M35.93.82-3.26-48.452.2086N228.2116.163.5116.04323.9203M23.556.61-4.52-38.0338.2703N249.1516.163.5116.04352.1893V-15.24-2.762.9422.16-23.2788M18.278.03-17.85-77.6132.5339N397.181.139.9156.76615.5924M19.247.74-14.38-63.0533.5592N418.0481.139.9156.76643.8614V-9.62-4.048.1936.18-16.9462M19.467.82-25.66-89.7133.9346N566.39146.0323.72109.77907.7359M20.928.41-24.85-89.7136.4838N587.33146.0323.72109.77936.0049V-10.35-4.1612.946.01-18.0493M13.35.35-36.21-107.8423.198N736.17211.1244.59178.061200.7271M7.012.86-44.3-131.8112.2663N764.36211.1244.59178.061238.7836V-3.89-1.5615.3345.65-6.7803D柱恒荷+活荷M-66.33-6.04-4.7-35.4-95.4647左震1.35+0.71.4层号截面内力荷载类别（标准值） 恒荷活荷左风1柱上端柱下端 3柱上端柱下端2柱上端柱下端4柱上端柱下端N175.6412.651.158.24249.511M-37.63-10.62-2.53-19.06-61.2081N196.5812.651.158.24277.78V20.664.271.8513.9632.0756M-25.98-12.83-12.08-48.89-47.6464N315.563.834.7726.14488.4784M-29.72-12.03-8.05-40-51.9114N336.4463.834.7726.14516.7474V14.286.375.1622.7925.5206M-30.2-12.22-17.43-56.52-52.7456N454.96115.0811.1950.55726.9744M-34.2-13.84-14.26-56.52-59.7332N475.9115.0811.1950.55755.2434V16.516.688.1328.9828.8349M-21.57-8.73-26.01-68.43-37.6749N593.94166.1421.1882.1964.6362M-12.14-4.91-37.82-121.65-21.2008N622.13166.1421.1882.11002.6927V6.422.612.16-36.211.215 1柱上端柱下端 3柱上端柱下端2柱上端柱下端4柱上端柱下端84.1049278.935292.095223.33129.24227.512229.444221.555224.775207.646229.0757.898862.149252.021659.105626.7576.306252.64254.572246.683249.903232.774254.198-29.216-32.324-26.3866-31.5666-4.647-45.50238.990859.285226.837460.6614-31.162102.431463.9552471.9688434.4754447.8314382.916450.8845.74459.26836.183458.7234-16.26594.882489.0832497.0968459.6034472.9594408.044476.008-21.7196-30.3884-16.1546-30.602612.162-50.585A柱38.706867.989223.813672.6176-37.166117.048697.6644716.4636643.0644674.3964549.285680.71548.437672.394434.639274.5672-32.356122.82722.7924741.5916668.1924699.5244574.413705.843-22.3348-35.9932-14.9764-37.740413.854-61.49416.257659.9544-1.974670.8534-63.024120.081927.5328963.1152845.8932905.1972705.682919.142-10.326853.2108-33.568272.3278-143.55175.659961.3608996.9432879.7212939.0252739.51952.97-1.1296-21.55846.772-27.276-54.7837.796内力组合（设计值）恒荷+活荷+风荷重力荷载+地震1.2(+0.5) -1.3内力组合（设计值）恒荷+活荷+风荷重力荷载+地震1.2(+0.5) +1.31.2+0.7 1.4 1.01.4 1.2+1.0 1.4 0.61.4 -51.1664-45.6896-51.3876-42.2596-108.292 25.11293.5276299.4244284.7748294.6028262.696 304.4-41.3108-33.7172-41.0658-28.4098-81.665 22.584318.6556324.5524309.9028319.7308287.824 329.52824.621619.682425.108816.876848.752 -12.188-48.16-18.172-54.7834-4.8034-127.635 78.608581.7776598.4264542.1534569.9014451.41 598.986-46.0032-21.8448-50.8052-10.5412-109.697 58.855606.9056623.5544567.2814595.0294476.538 624.11424.079610.320426.96924.037261.002 -35.394-55.8544-12.7456-66.93968.8004-144.667 93.253864.1852904.0348789.5694855.9854624.585 909.987-57.752-16.004-68.13585.6282-146.773 91.498889.3132929.1628814.6974881.1134649.713 935.11529.087.40834.5568-3.633274.729 -47.383-53.86646.9664-71.89732.151-159.362 124.2171141.51641216.42761027.87561152.7276778.598 1241.554-49.62824.796-73.234852.2072-181.481 162.9131175.34441250.25561061.70361186.5556812.426 1275.38219.7292-6.025227.6588-16.043264.949 -54.6751.2+0.7 1.4 1.01.4 1.2(+0.5) +1.31.2(+0.5) -1.3内力组合（设计值）恒荷+活荷+风荷重力荷载+地震1.2+1.0 1.4 0.61.4 1.2+0.7 1.4 1.01.4 1.2(+0.5) +1.31.2(+0.5) -1.31.2+1.0 1.4 0.61.4 45.689651.166442.259651.3876-25.11 108.292299.4244293.5276294.6028284.7748304.4 262.69633.717241.310828.409841.0658-22.584 81.665324.5524318.6556319.7308309.9028329.528 287.824-19.6824-24.6216-16.8768-25.108812.188 -48.75218.17248.164.803454.7834-78.608 127.635598.4264581.7776569.9014542.1534598.986 451.4121.844846.003210.541250.8052-58.855 109.697623.5544606.9056595.0294567.2814624.114 476.538-10.3204-24.0796-4.0372-26.969235.394 -61.00212.745655.8544-8.800466.9396-93.253 144.667904.0348864.1852855.9854789.5694909.987 624.58516.00457.752-1.444268.1358-91.498 146.773929.1628889.3132881.1134814.6974935.115 649.713-7.408-29.083.6332-34.556847.383 -74.729-6.966453.8664-32.15171.897-124.217 159.3621216.42761141.51641152.72761027.87561241.554 778.598-24.79649.628-52.207273.2348-162.913 181.4811250.25561175.34441186.55561061.70361275.382 812.4266.0252-19.729216.0432-27.658854.675 -64.949-92-84.104-92.0952-78.9352-129.24 -23.331.2(+0.5) -1.3内力组合（设计值）恒荷+活荷+风荷1.2+1.0 1.4 0.61.4 1.2+0.7 1.4 1.01.4 1.2(+0.5) +1.3重力荷载+地震229.444227.512224.775221.555229.07 207.646-62.1492-57.8988-59.1056-52.0216-76.306 -26.75254.572252.64249.903246.683254.198 232.77432.32429.21631.566626.386645.502 9.206-59.2852-38.9908-60.6614-26.8374-102.431 31.162471.9688463.9552447.8314434.4754450.88 382.916-59.268-45.744-58.7234-36.1834-94.882 16.265497.0968489.0832472.9594459.6034476.008 408.04430.388421.719630.602616.154650.585 -12.162-67.9892-38.7068-72.6176-23.8136-117.048 37.166716.4636697.6644674.3964643.0644680.715 549.285-72.3944-48.4376-74.5672-34.6392-122.82 32.356741.5916722.7924699.5244668.1924705.843 574.41335.993222.334837.740414.976461.494 -17.824-59.9544-16.2576-70.85341.9746-120.081 63.024963.1152927.5328905.1972845.8932919.142 705.682-53.210810.3268-72.327833.5682-175.659 143.55996.9432961.3608939.0252879.7212952.97 739.5121.55841.129627.276-6.772-37.796 54.78恒荷+活荷M-13.30-5.35-36.21-107.84-23.20-53.87N736.17211.12-44.59-178.061200.731141.52M-7.01-2.86-44.30-131.81-12.27-49.63N764.36211.12-44.59-178.061238.781175.34V3.891.5615.3345.656.7819.73M-18.27-8.03-17.85-77.61-32.53-48.16N397.1081.13-9.91-56.76615.59581.78M-19.24-7.74-14.38-63.05-33.56-46.00N418.0481.13-9.91-56.76643.86606.91V9.624.048.1936.1816.9524.