办公楼毕业设计配筋.xlsx

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1、表9-1梁跨中正截面弯矩承载力截面L0bh0M1.2MM翼缘五层AB跨中670030056586.21103.451546.55 BC跨中31002503652.593.11405.41四层AB跨中6700300565109.19131.031546.55 BC跨中31002503651.261.51405.41三层AB跨中6700300565109.85131.821546.55 BC跨中31002503651.341.61405.41二层AB跨中6700300565109.69131.631546.55 BC跨中31002503651.371.64405.41一层AB跨中670030056

2、5111.15133.381546.55 BC跨中31002503650.040.05405.41 表9-2梁端正截面正弯矩承载力截面hsREM五层AB左565350.7516.69 AB右565350.751.86 BC左365350.752.33四层AB左565350.7528.56 AB右565350.7510.86 BC左365350.7520.02三层AB左565350.7570.25 AB右565350.7546.35 BC左365350.7528.67二层AB左565350.7592.71 AB右565350.7561.06 BC左365350.7542.37一层AB左56535

3、0.75110.5 AB右565350.7570.92 BC左365350.7544.13截面h0as五层AB左56535 AB右56535 BC左36535四层AB左56535 AB右56535 BC左36535三层AB左56535 AB右56535 BC左36535二层AB左56535 AB右56535 BC左36535一层AB左56535 AB右56535 BC左36535截面五层四层 AB梁左MAB梁右MBC梁左MAB梁左MAB梁右MBC梁左M重力荷载-27.92-37.95-14.25-54.85-62.02-13.37地震作用34.31-27.7612.7564.16-56.062

4、5.68 -34.3127.76-12.75-64.1656.06-25.68顺时针组11.10-9.45-0.5217.59-1.5517.34 逆时针组-78.11-81.63-33.68-149.23-147.30-49.43 maxM89.2133.15166.8266.77VGb78.1782.7536.52123.05115.5343.08Vb93.4698.0452.43151.65144.1375.13Mb89.2172.18166.82145.76Mc107.0586.61200.18174.91截面五层四层 AB跨BC跨AB跨BC跨左端右端左（右）左端右端左（右） V78.

5、1782.7536.52128.39121.1425.99VGb78.1782.7536.52123.05115.5343.08Vb93.4698.0452.43151.65144.1375.13REVb79.4483.3444.57128.90122.5163.86605.96605.96391.46605.96605.96391.46 101.80101.8065.77101.80101.8065.77 786.571029.38 s加密200.00200.00200.00100.00200.00200.00 s 非加密200.00200.00200.00200.00节点A柱(D柱)节点M

6、c上柱下柱582.611.0082.6110 4182.890.3666.180.64116.719 3239.320.3687.000.64152.328 2270.330.3698.560.64171.777 1283.600.39110.550.61173.056 139.736表9-8 有震 时 的 弯 矩 最大层柱内力 MN5边柱71.82366.234.50020196 66.18421.294.50020157中柱60.25405.464.50020149 55.09460.524.500201204边柱66.72853.014.5002078 66.53963.124.5002

7、069中柱56.3924.354.5002061 55.921417.714.50020393边柱66.531339.754.5002050 66.341504.924.5002044中柱55.921443.294.5002039cm上cM上cm下cM下0lae0e55.741608.464.50020352边柱66.891826.54.5002037 67.882046.734.5002033中柱56.331962.24.5002029 63.762182.444.50020291边柱52.022316.84.9002022 26.012609.374.9002010中柱43.172484.

8、914.9002017 22.072778.034.900208层A柱(D柱)B柱（C柱）HnMctMcbvcVcHn5382.60566.181.259.513 43116.712871.281.483 33152.3298.561.2100.353 23171.768110.5521.2112.933 14.3173.048139.7361.287.294.3截面五层四层 边柱中柱边柱 上端下端上端下端上端下端N332.91375.44356.77399.31758.2843.27Vmax53.4853.4853.853.870.7470.740.2cfcbh0888.15888.1588

9、8.15888.15888.15888.15nAsv1/s-6.17-6.19-6.18-6.20-6.83-6.86截面跨中A板lx方向 ly方向B板lx方向 ly方向C板lx方向 ly方向支座A板x-x y-yB板x-x y-yC板x-x y-y3中柱sAsminbh计算配筋实际配筋0.00940.0047323903902 16 0.00140.000721501802 12 0.01200.0060403903902 16 0.00070.000311501802 12 0.01200.0060413903902 16 0.00070.000411501802 12 0.01200.0

10、060413903902 16 0.00070.000411501802 12 0.01220.0061413903902 16 0.00000.000001501802 12REMAs按 跨 中 正 弯矩配筋实际实际配筋率配筋面积 12.52873902 164020.00237 1.4073902 164020.00237 1.75151802 122260.00206 21.421123902 164020.00237 8.15433902 164020.00237 15.021261802 122260.00206 52.692763902 164020.00237 34.761823

11、902 164020.00237 21.501811802 122260.00206 69.533643902 164020.00237 45.802403902 164020.00237 31.782671802 143080.00281 82.884343902 16+1 14555.90.00328 53.192793903 144610.00272 33.102791803 123390.00310REMREMAss 0.7578.158.58402-0.01324-0.01315 0.7581.6261.22402-0.01131-0.01125 0.7533.6725.25226-

12、0.00279-0.00279 0.75149.22111.924020.025710.02605 0.75147.3110.484020.024660.02497 0.7549.4237.072260.017880.01804 0.75190.86143.154020.048520.04976 0.75178.55133.914020.041780.04269 0.757354.752260.048820.05007 0.75213.58160.194020.060960.06294 0.75193.5145.134020.049960.05128 0.7571.6553.743080.03

13、0000.03047 0.75219.57164.68555.90.042800.04376 0.75194.49145.874610.042290.04322 0.7574.8956.173390.027810.02821三层二层 AB梁左MAB梁右MBC梁左MAB梁左MAB梁右MBC梁左M -54.83-60.09-20.15-54.94-60.2-13.2196.21-81.8837.55113.58-93.2842.83 -96.2181.88-37.55-113.5893.28-42.83 59.2834.3424.6481.7349.0239.83 -190.87-178.55-7

14、3.00-213.58-193.50-71.53 250.1597.63295.31111.36134.26136.6657.3247.36142.2557.45177.14179.54104.16297.98192.87110.90250.15212.89295.31242.53300.18255.47354.37291.03三层二层 AB跨BC跨AB跨BC跨左端右端左（右）左端右端左（右） 142.17122.2333.88150.29149.2539.45134.26136.6657.30247.36142.2557.45177.14179.54104.16297.98192.87110

15、.90150.57152.6188.54253.29163.9494.27605.96605.96391.46605.96605.96391.46 101.80101.8065.77101.80101.8065.77 437.05419.50935.99140.70343.00747.86 100.00100.00200.00100.00100.00200.00 200.00200.00200.00200.00B柱(C柱)Mc上柱下柱83.061.0083.06 165.890.3862.240.62103.66 213.640.4391.610.57122.03 233.180.46106.

16、640.54126.54 239.450.55131.640.45107.81 160.21Xe2161.12453383379 1771.1541444-6(17) 1691.1640642-14(38) 1401.1937748-43(131) 981.2733589(181) 891.30326101(230) 811.3331897(281) 591.45296148(420) 701.39307140(339) 641.42301158(361) 591.46296151(423)cm上cM上cm下cM下iehe xssAA=x551.49292168(435) 571.482941

17、91(351) 531.51290214(305) 491.55286205(399) 491.55286229(293) 421.69307221(715) 301.97294248(811) 371.78302237422 282.04292264502MctMcbvcVc83.062562.2351.258.12 103.65691.6081.278.11 122.032106.641.291.47 126.536131.641.2103.27 107.808160.2081.274.80三层二层 中柱边柱中柱边柱 上端下端上端下端上端下端上端 799.911225.631183.041

18、311.011244.361371.961602.98 67.8167.8187.1287.1279.4179.4140.74888.15888.15888.15888.15888.15888.15888.15-6.87-7.05-6.90-6.96-6.98-7.04-7.40Mh0As选配实配 2.380848200251 08008200251 2.5880948200251 0.8380308200251 2.380848200251 08008200251 -2.380-848200251 08008200251 -4.0180-1478200251 -2.7680-10182002

19、51 -2.380-848200251 08008200251B柱（C柱）四层面积配筋率4020.00237 2260.00248 4020.00237 2260.00248 4020.00237 2260.00248 4020.00237 2260.00248 4020.00237 2260.00248h0As配筋实际面积As+AsAs/As -7.42963072 164028041.00 -6.35353212 164028041.00 -1.01802132 122264521.00 14.71965874 1461510170.65 14.11005793 1660310050.67

20、 6.58383122 122264521.00 28.11177504 1680412060.50 24.11817022 2276011620.53 18.27614612 143085340.73 35.56168403 2094213440.43 28.97207613 2094213440.43 11.12014522 164027100.77 24.72218632 259821537.90.57 24.41897653 2094214030.49 10.29584732 164027410.84一层 AB梁左MAB梁右MBC梁左M -49.52-56.17-13.99123.09

21、-97.7644.7 -123.0997.76-44.7 100.5959.6841.32 -219.44-194.49-74.90 320.03116.22145.08148.1559.27200.34203.41116.19320.03254.18384.04305.01一层 AB跨BC跨左端右端左（右） 156.19155.7641.93145.08148.1559.27200.34203.41116.19170.29172.9098.76605.96605.96391.46 101.80101.8065.77 311.23299.81645.91 100.00100.00200.00

22、200.00200.00实际配筋2 18509 2 18509 2 18509 2 18509 2 18509 2 18509 2 18509 2 18509 2 18509 2 18509 2 185092 18509 2 18509 2 18509 2 18509 8 253927 2 18509 2 18509 9 254418 8 253927一层 中柱边柱中柱 下端上端下端上端下端上端下端 1773.111689.051860.082023.212249.242139.792366.3 40.7489.6489.6477.2877.2868.3768.37888.15888.15888.151071.511071.511071.511071.51-7.47-7.11-7.19-7.85-7.94-7.95-8.04二层 边柱