人人文库网 > 毕业设计 > 毕业论文 > 6层框架结构办公楼毕业设计计算书及建筑结构施工图及pkpm计算程序

洛阳市西城区办公楼建筑结构设计.doc

6层框架结构办公楼毕业设计计算书及建筑结构施工图及pkpm计算程序

资源目录

6层框架结构办公楼毕业设计计算书及建筑结构施工图及pkpm计算程序.zip

洛阳市西城区办公楼建筑结构设计.doc---(点击预览)

毕业设计（论文）任务书[1].doc---(点击预览)

毕业设计外文翻译－排完版.doc---(点击预览)

我的毕业设计开题报告.doc---(点击预览)

PKPMWORK

CFG102.BLK

D-L.T

D-M.T

D-N.T

D-V.T

EL.T

ER.T

GANGKUI.JCN

GANGKUI.JH

GANGKUI.JWB

GANGKUI.KLM

GANGKUI.LOD

GANGKUI.SJ

GJ.T

KLM.T

L-L.T

L-W.T

LSJ.T

LXJ.T

M.T

MSG.PK

N.T

PK0.PK

PK1.PK

PK11.OUT

PKBE.T

PKMODEL.MLL

PKn.PK

pm4name.tmp

R-W.T

WL.T

WORK.FNM

WR.T

ZJ.T

图纸

建筑

结构

标准层结构布置图.dwg---(点击预览)

打开图纸需要的字体

HzTXT.shx

tssdchn.shx

计算表格

横梁弯矩控制值计算.xls---(点击预览)

梁端剪力设计值调整.xls---(点击预览)

内力调幅计算表.xls---(点击预览)

弯矩二次分配

活载作用下弯矩二次分配.xls---(点击预览)

弯矩二次分配.xls---(点击预览)

框架柱内力组合

框架柱内力组合表第四层.xls---(点击预览)

框架柱内力组合表第六层.xls---(点击预览)

框架柱内力组合表第五层.xls---(点击预览)

框架柱内力组合表第二层.xls---(点击预览)

框架柱内力组合表第三层.xls---(点击预览)

框架柱内力组合表第七层.xls---(点击预览)

框架柱内力组合表底层.xls---(点击预览)

梁柱配筋

横梁正截面配筋计算.xls---(点击预览)

框架横梁斜截面承载力计算表.xls---(点击预览)

框架柱配筋.xls---(点击预览)

横梁内力组合

横梁内力组合底层.xls---(点击预览)

横梁内力组合四层.xls---(点击预览)

横梁内力组合合并.xls---(点击预览)

横梁内力组合六层.xls---(点击预览)

横梁内力组合五层.xls---(点击预览)

横梁内力组合二层.xls---(点击预览)

横梁内力组合三层.xls---(点击预览)

横梁内力组合七层.xls---(点击预览)

内力组合最不利表.xls---(点击预览)

压缩包内文档预览：(预览前20页/共103页)

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关键词：: 框架结构办公楼毕业设计计算建筑结构施工图 pkpm 程序

资源描述：: 6层框架结构办公楼毕业设计计算书及建筑结构施工图及pkpm计算程序,框架结构,办公楼,毕业设计,计算,建筑结构,施工图,pkpm,程序

内容简介：: 上柱下柱左梁右梁上柱下柱左梁右梁上柱下柱左梁右梁下柱上柱0.622 0.3780.3350.549 0.1160.1160.5490.3350.3780.622-63.163.09-5.5125.512-63.09-63.0939.24 23.85-19.3-31.61 -6.686.6831.6119.2923.85 -39.248.47 -9.6511.93-7.713.34-3.347.17 -11.939.65-8.470.734 0.446-2.71-4.45 -0.94-0.944.452.71-0.43-0.7348.44 -48.453.02-43.29-9.7929.79243.29 -53.0248.44 -48.440.383 0.383 0.2340.216 0.3550.355 0.0740.074 0.355 0.3550.2160.2340.383 0.383-44.244.24-3.883.88-44.2444.2416.94 16.94 10.36-8.72 -14.3 -14.33 -2.992.99 14.33 14.338.72-10.36 -16.94 -16.919.628.47 -4.365.18 -15.8-7.171.5-1.5 15.817.17-5.184.36-8.47 -19.6-9.09 -9.09 -5.553.525.795.791.21-1.21 -5.79 -5.79-3.525.559.099.0927.47 16.32 43.7944.22 -24.4 -15.71 -4.164.16 24.35 15.71 -44.2443.79 -16.32 -27.50.383 0.383 0.2340.216 0.3550.355 0.0740.074 0.355 0.3550.2160.2340.383 0.383-44.244.243.88-44.2444.2416.94 16.94 10.36-8.72 -14.3 -14.33 -2.992.99 14.33 14.338.72-10.36 -16.94 -16.98.478.47 -4.365.18 -7.17-7.171.5-1.57.177.17-5.184.36-8.47 -8.47-4.82 -4.84 -2.941.652.722.720.57-0.57 -2.72 -2.72-1.652.944.824.8220.59 20.59 -41.242.35 -18.8 -18.78-4.84.8 18.78 18.78 -42.3541.18 -20.59 -20.60.383 0.383 0.2340.216 0.3550.355 0.0740.074 0.355 0.3550.2160.2340.383 0.383-44.244.243.88-44.2444.2416.94 16.94 10.36-8.72 -14.3 -14.33 -2.992.99 14.33 14.338.72-10.36 -16.94 -16.98.478.47 -4.365.18 -7.17-7.171.5-1.57.177.17-5.184.36-8.47 -8.47-4.82 -4.84 -2.941.652.722.720.57-0.57 -2.72 -2.72-1.652.944.824.8220.59 20.59 -41.242.35 -18.8 -18.78-4.84.8 18.78 18.78 -42.3541.18 -20.59 -20.60.383 0.383 0.2340.216 0.3550.355 0.0740.074 0.355 0.3550.2160.2340.383 0.383-44.244.243.88-44.2444.2416.94 16.94 10.36-8.72 -14.3 -14.33 -2.992.99 14.33 14.338.72-10.36 -16.94 -16.98.478.47 -4.365.18 -7.17-7.171.5-1.57.177.17-5.184.36-8.47 -8.47-4.82 -4.84 -2.941.652.722.720.57-0.57 -2.72 -2.72-1.652.944.824.8220.59 20.59 -41.242.35 -18.8 -18.78-4.84.8 18.78 18.78 -42.3541.18 -20.59 -20.60.383 0.383 0.2340.216 0.3550.355 0.0740.074 0.355 0.3550.2160.2340.383 0.383-44.244.24-3.883.88-44.2444.2416.94 16.94 10.36-8.72 -14.3 -14.33 -2.992.99 14.33 14.338.72-10.36 -16.94 -16.98.479.18 -4.365.18 -7.71-7.711.5-1.57.717.17-5.184.36-9.18 -8.47-5.09 -5.09 -3.111.772.912.910.61-0.61 -2.91 -2.91-1.773.115.095.0920.32 21.03 -41.442.47 -18.6 -19.13 -4.764.16 18.59 19.1342.4741.35 -21.03 -20.30.415 0.332 0.2530.232 0.3820.306 0.0810.081 0.382 0.3060.2320.2340.383 0.383-44.244.24-3.883.88-44.2444.2418.36 14.69 11.19-9.36 -15.4 -12.35 -3.273.27 15.42 12.339.36-11.19 -14.69 -18.4-4.685.6 -7.171.64-1.647.17-5.64.68-8.47-1.57 -1.26 -0.960.016 0.0270.021 0.006-0 -0.03 -0.03 -0.0160.961.261.5725.26 13.43 38.8940.5 -22.6 -12.33 4.504-4.5 22.56 12.33-40.5-38.69 -13.43 -25.37.35-6.186.18-7.35-0.630.01-0.010.636.72-6.166.16-6.72上柱下柱左梁右梁上柱下柱左梁右梁上柱下柱左梁右梁下柱上柱0.6220.3780.3350.5490.1160.1160.5490.3350.3780.622-16.87516.875-1.441.44-16.875-16.87510.4966.375-5.17-8.471.79-1.798.475.17-6.379 -10.4963.323-2.593.19-2.68-0.90.92.68-3.192.59-3.232-0.4-0.2420.130.210.05-0.05-0.21-0.130.2420.413.328 -13.32815.025-10.94-0.50.510.9415.02513.32813.3280.3830.3830.2340.216 0.3550.3550.0740.0740.355 0.3550.2160.2340.3830.383-16.87516.875-1.81.8-16.87516.8756.4636.4633.949-3.256 -5.35-5.35 -1.1161.1165.355.353.256-3.949-6.463 -6.4635.2483.232-1.6281.975 -4.24-2.680.5580.5584.242.68-1.9751.628-3.232 -5.248-2.62-2.62-1.60.951.581.580.32-0.32-1.58 -1.58-0.951.62.622.629.097.08-16.5416.544 -8.01-6.45 -2.0382.038-1.58 -1.58-0.9516.154-7.08-9.090.3830.3830.2340.216 0.3550.3550.0740.0740.355 0.3550.2160.2340.3830.383-16.87516.875-1.81.8-16.87516.8756.4636.4633.949-3.256 -5.35-5.35 -1.1161.1165.355.353.256-3.949-6.463 -6.4635.2483.232-1.6281.975 -2.68-2.680.558-0.5582.682.68-1.9751.628-3.232 -3.232-2.62-2.62-1.60.611.561.561.42-1.42-1.56 -1.56-0.611.131.851.859.097.08-16.5416.204 -6.47-6.47 -0.938-0.9386.476.47 -16.20415.684-7.85-7.850.3830.3830.2340.216 0.3550.3550.0740.0740.355 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-3.232-1.96-1.96-1.190.051.071.070.22-0.22-1.07 -1.07-0.651.191.961.9620.3221.03-41.3516.224 -6.96-7.16 -2.1382.1386.967.162.31815.744-8.005 -7.7350.4150.3320.2530.232 0.3820.3060.0810.0810.382 0.3060.2320.2340.3830.383-16.87516.875-1.81.8-16.87516.8757.0035.6034.269-3.49 -5.76-4.61-1.221.225.764.613.49-4.269-5.603 -7.0033.232-1.732.315 -2.680.61-0.612.68-2.1351.75-3.232-0.62-0.49-0.371.230.370.370.08-0.08-0.37 -0.37-0.230.370.490.629.6155.11-14.7315.93 -8.07-4.24-3.553.558.074.24-15.9314.135.119.6152.802-2.312.305-2.803-0.250.185-0.1850.252.5522.122.12-2.55 框架柱内力组合表底层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右1B1B0上端M13.439.62-121.43121.4329.5827.55-135.97179.74N1382.49255.94-400.59400.592017.302117.181291.782333.32下端M6.722.55-282.34282.3411.6411.57-357.45376.64N1431.63255.94-400.59400.592076.272183.521350.752392.28V-4.43-2.67-82.6482.64-9.06-8.60-114.35100.51C1C0上端M-12.33-4.24-133.92133.92-20.73-20.80-191.43156.76N1536.84393.8763.08-63.082395.632460.722162.531998.52下端M-6.16-2.12-312.48312.48-10.36-10.39-414.89397.56N1585.98393.8763.08-63.082454.592527.072221.502057.49V4.061.40-66.9166.916.836.85-81.2792.69D1D0上端M12.334.24-133.92133.9220.7320.80-156.76191.43N1536.84393.87-63.0863.082395.632460.731998.532162.53下端M6.162.12-312.48312.4810.3610.39-397.56414.89N1585.98393.87-63.0863.082454.592527.072057.492221.50V-4.06-1.40-66.9166.91-6.83-6.85-92.6981.27E1E0上端M-13.43-9.62-121.43121.43-29.58-27.55-179.74135.97N1382.49255.94400.59-400.592017.302117.182333.321291.78下端M-6.72-2.55-282.34282.34-11.64-11.57-376.64357.45N1431.63255.94400.59-400.592076.272183.522392.281350.75V4.432.67-82.6482.649.068.60-100.51114.35框架柱内力组合表第二层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右2C2C1上端M21.037.74-142.70142.7036.0735.97-155.63215.39N1223.02219.38-371.95371.951774.751866.071115.722082.79下端M25.265.11-142.70142.7037.4739.11-152.13218.89N1261.90219.38-371.95371.951821.411918.561162.372129.44V-12.86-3.57-83.4183.41-20.43-20.86-126.0190.86D2D1上端M-19.13-7.10-178.09178.09-32.90-32.78-258.73204.30N1411.90335.3747.35-47.352163.812234.731957.061833.95下端M-22.56-8.07-178.09178.09-38.37-38.37-263.43199.60N1450.78335.3747.35-47.352210.462287.222003.721880.61V11.584.21-69.4269.4219.8019.76-73.82106.67E2E1上端M19.137.10-178.09178.0932.9032.78-204.30258.73N1411.90335.37-47.3547.352163.802234.731833.951957.06下端M22.568.07-178.09178.0938.3738.36-199.60263.43N1450.78335.37-47.3547.352210.462287.221880.612003.72V-11.58-4.21-69.4269.42-19.79-19.76-106.6773.82F2F1上端M-21.03-7.74-142.70142.70-36.07-35.97-215.39155.63N1223.02219.38371.95-371.951774.751866.072082.791115.72下端M-25.26-5.11-142.70142.70-37.47-39.11-218.89152.13N1261.90219.38371.95-371.951821.411918.562129.441162.37V12.863.57-83.4183.4120.4320.86-90.86126.01框架柱内力组合表第三层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右3C3C2上端M20.597.85-143.04143.0435.7035.49-156.53215.37N1015.73182.82-234.54234.541474.811550.391023.661633.46下端M20.328.01-117.03117.0335.5935.28-122.95181.33N1054.61182.82-234.54234.541521.481602.881070.321680.12V-11.36-4.40-78.2678.26-19.80-19.65-118.0185.46D3D2上端M-18.78-6.47-178.52178.52-31.59-31.69-258.49205.66N1163.14276.8733.36-33.361783.391841.581605.261518.53下端M-18.78-6.96-146.06146.06-32.28-32.17-216.59163.17N1202.02276.8733.36-33.361830.051894.061651.921565.18V10.383.73-65.1365.1317.6817.67-69.9799.36E3E2上端M18.786.47-178.52178.5231.5931.69-205.66258.49N1163.14276.87-33.3633.361783.391841.581518.531605.26下端M18.786.96-146.06146.0632.2832.17-163.17216.59N1202.02276.87-33.3633.361830.051894.061565.181651.92V-10.38-3.73-65.1365.13-17.68-17.67-99.3669.98F3F2上端M-20.59-7.85-143.04143.04-35.70-35.49-215.37156.53N1015.73182.82234.54-234.541474.821550.391633.471023.66下端M-20.32-8.01-117.03117.03-35.59-35.28-181.33122.95N1054.61182.82234.54-234.541521.481602.891680.131070.32V11.364.40-78.2678.2619.8019.65-85.46118.01框架柱内力组合表第四层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右4B4C3上端M20.597.85-122.96122.9635.7035.49-130.43189.27N808.44146.25-156.28156.281174.871234.71854.711261.04下端M20.597.85-100.60100.6035.7035.49-101.36160.20N847.32146.25-156.28156.281221.531287.20901.361307.69V-11.44-4.36-62.0962.09-19.83-19.72-97.0664.37C4D3上端M-18.78-6.47-153.45153.45-31.59-31.69-225.90173.072E2E1N914.38218.3720.23-20.231402.981448.421254.581201.98下端M-18.78-6.47-125.55125.55-31.59-31.69-189.63136.80N953.26218.3720.23-20.231449.631500.911301.241248.64V10.433.59-51.6751.6717.5417.60-52.5081.84E4E3上端M18.786.47-153.45153.4531.5931.69-173.07225.90N914.38218.37-20.2320.231402.971448.421201.981254.58下端M18.786.47-125.55125.5531.5931.69-136.80189.63N953.26218.37-20.2320.231449.631500.911248.641301.24V-10.43-3.59-51.6751.67-17.54-17.60-81.8452.50F4F3上端M-20.59-7.85-122.96122.96-35.70-35.49-189.27130.43N808.45146.25156.28-156.281174.891234.731261.06854.73下端M-20.59-7.85-100.60100.60-35.70-35.49-160.20101.36N847.32146.25156.28-156.281221.541287.211307.70901.37V11.444.36-69.0969.0919.8319.72-73.47106.16框架柱内力组合表第五层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右5C5C4上端M20.597.85-105.52105.5235.7035.49-107.76166.59N601.14109.69-94.1994.19874.94919.04664.74909.63下端M20.597.85-70.3470.3435.7035.49-62.03120.87N640.02109.69-94.1994.19921.59971.53711.39956.29V-11.44-4.36-47.0447.04-19.83-19.72-77.5044.81D5D4上端M-18.78-6.47-131.67131.67-31.59-31.69-197.59144.75N665.62159.879.81-9.811022.571055.26907.42881.92下端M-18.78-6.47-87.7887.78-31.59-31.69-140.5387.70N704.50159.879.81-9.811069.221107.75954.08928.57V10.433.59-39.1439.1417.5417.60-36.2165.55E5E4上端M18.786.47-131.67131.6731.5931.69-144.75197.59N665.62159.87-9.819.811022.561055.26881.91907.42下端M18.786.47-87.7887.7831.5931.69-87.70140.53N704.50159.87-9.819.811069.221107.75928.57954.08V-10.43-3.59-39.1439.14-17.54-17.60-65.5536.21F5F4上端M-20.59-7.85-105.52105.52-35.70-35.49-166.59107.76N601.14109.6994.19-94.19874.94919.04909.63664.74下端M20.59-7.85-70.3470.3413.7220.10-71.44111.44N640.02109.6994.19-94.19921.59971.53956.29711.39V11.444.36-47.0447.0419.8319.72-44.8177.50框架柱内力组合表第六层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右4C4D3上端6C6C5上端M16.327.08-76.0376.0329.5028.97-75.01122.67N393.8573.13-47.1547.15575.00603.36455.20577.79下端M20.597.85-40.9340.9335.7035.49-23.7982.63N432.7373.13-47.1547.15621.66655.85501.86624.45V-10.25-4.15-31.0331.03-18.11-17.90-55.1325.55D6D5上端M-15.71-6.45-94.8994.89-27.88-27.53-146.08100.64N416.85101.377.91-7.91642.14662.09571.33550.76下端M-18.78-6.47-51.0951.09-31.59-31.69-92.8440.00N455.50101.377.91-7.91688.52714.27617.71597.14V9.583.59-26.0026.0016.5216.45-20.1547.45E6E5上端M15.716.45-94.8994.8927.8827.53-100.64146.08N416.85101.37-7.917.91642.14662.09550.76571.33下端M18.786.47-51.0951.0931.5931.69-40.0092.84N455.50101.37-7.917.91688.52714.27597.14617.71V-9.58-3.59-26.0026.00-16.52-16.45-47.4520.15F6F5上端M-16.32-7.08-76.0376.03-29.50-28.97-122.6775.01N393.8573.1347.15-47.15575.00603.36577.79455.20下端M-20.59-7.85-40.9340.93-35.70-35.49-82.6323.79N432.7373.1347.15-47.15621.66655.85624.45501.86V10.254.15-31.0331.0318.1117.90-25.5555.13框架柱内力组合表第七层层次杆件截面恒载活载地震地震内力组合内力左右1.2恒1.35恒1.2(恒+0.5活)+种类+1.4活+0.98活1.3地震左 1.3地震右7B7B6上端M48.4413.33-50.7850.7876.7978.460.11132.14N186.5636.56-16.1216.12275.06287.68224.85266.76下端M27.479.09-19.9419.9445.6945.9912.5064.34N225.4436.56-16.1216.12321.71340.17271.51313.42V-21.09-6.22-16.1216.12-34.02-34.57-50.00-8.09C7C6上端M-43.29-10.94-61.8461.84-67.26-69.16-138.9021.88N168.1042.872.88-2.88261.74268.95231.19223.70下端M-24.35-8.01-26.5026.50-40.43-40.72-68.480.42N206.9842.872.88-2.88308.40321.44277.84270.36V18.795.26-13.2413.2429.9230.538.4942.92D7D6上端M43.2910.94-61.8461.8467.2669.16-21.88138.90N168.1042.87-2.882.88261.74268.95223.70231.19下端M24.358.01-26.5026.5040.4340.72-0.4268.48N206.9842.87-2.882.88308.40321.44270.36277.84V-18.79-5.26-13.2413.24-29.92-30.53-42.92-8.49E7E6上端M-48.44-13.33-50.7850.78-76.79-78.46-132.14-0.11N186.5636.5616.12-16.12275.06287.68266.76224.85下端M27.47-9.09-19.9419.9420.2428.181.5953.43N225.4436.5616.12-16.12321.71340.17313.42271.50V21.096.22-16.1216.1234.0234.578.0850.007E7E6下端表7.3 框架柱内力组合表第七层层次杆件截面内力种类恒载活载地震地震内力组合左右1.2恒+1.4活1.35恒+0.98活7B7B6上端M48.4413.33-50.7850.7876.7978.46N186.5636.56-16.1216.12275.06287.68下端M27.479.09-19.9419.9445.6945.99N225.4436.56-16.1216.12321.71340.17V-21.09-6.22-16.1216.12-34.02-34.57C7C6上端M-43.29-10.94-61.8461.84-67.26-69.16N168.1042.872.88-2.88261.74268.95下端M-24.35-8.01-26.5026.50-40.43-40.72N206.9842.872.88-2.88308.40321.44V18.795.26-13.2413.2429.9230.53D7D6上端M43.2910.94-61.8461.8467.2669.16N168.1042.87-2.882.88261.74268.95下端M24.358.01-26.5026.5040.4340.72N206.9842.87-2.882.88308.40321.44V-18.79-5.26-13.2413.24-29.92-30.53E7E6上端M-48.44-13.33-50.7850.78-76.79-78.46N186.5636.5616.12-16.12275.06287.68下端M27.47-9.09-19.9419.9420.2428.18N225.4436.5616.12-16.12321.71340.17V21.096.22-16.1216.1234.0234.57最不利内力组合1.2(恒+0.5活)+MmaxMM1.3地震左 1.3地震右 NNmaxNmin0.11132.14132.1478.460.11224.85266.76266.76 287.68224.8512.5064.3464.3445.9912.5271.51313.42313.42 340.17271.51-50.00-8.09-138.9021.88138.969.16 138.9231.19223.70231.19 268.95231.19-68.480.4268.4840.720.42277.84270.36277.84 321.44270.368.4942.92-21.88138.90138.969.16 21.88223.70231.19231.19 268.95 223.7-0.4268.4869.4840.720.42270.36277.84277.84 321.44270.36-42.92-8.49-132.14-0.11132.1478.460.11266.7

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