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框架柱配筋.xls

JZ014_洛阳市西城区办公楼_X_L

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JZ014_洛阳市西城区办公楼_X_L.rar

JZ014_洛阳市西城区办公楼_X_L

[学士]8°区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_secret

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

R-W.T

WL.T

WORK.FNM

WR.T

ZJ.T

图纸

建筑

结构

打开图纸需要的字体

HzTXT.shx

tssdchn.shx

计算书全套

结论与摘要.doc---(点击预览)

第十章－楼梯计算.doc---(点击预览)

第十二章－结论附录.doc---(点击预览)

第十一章－基础配筋计算.doc---(点击预览)

第六章－竖向荷载作用下的内力计算.doc---(点击预览)

第八章－配筋.doc---(点击预览)

第九章－板配筋.doc---(点击预览)

第七章－内力组合.doc---(点击预览)

目录摘要.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)

前言－第五章.doc---(点击预览)

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

框架柱内力组合

梁柱配筋

横梁内力组合

压缩包内文档预览：

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关键词：: JZ014_ 洛阳市西城区办公楼 _X_L

资源描述：: JZ014_洛阳市西城区办公楼_X_L,JZ014_,洛阳市,西城区,办公楼,_X_L

内容简介：: 表10.4 D轴框架柱正截面配筋计算截面七层六层五层四层|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxM(kNm)132.1473.350.11139.8595.6075.10140.94192.83107.76220.65187.76N(kN)266.76313.42224.85577.79624.45455.20956.29909.63664.741261.041307.69Nb(kN)2642.642642.642642.642642.642642.642642.642642.642642.642642.642642.642642.64大小偏心大大小大大大大大大大大l0 (mm)4.504.504.504.504.504.504.504.504.504.504.50e0(mm)495.35234.030.49242.04153.09164.98147.38211.99162.11174.97143.58ea(mm)20.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.00ei(mm)515.35254.0320.49262.04173.09184.98167.38231.99182.11194.97163.58l0/h7.507.507.507.507.507.507.507.507.507.507.5011.001.000.301.001.001.001.001.001.001.000.9921.001.001.001.001.001.001.001.001.001.001.001.041.091.331.091.131.121.131.101.121.121.14ei(mm)537.85276.5327.21284.54195.59207.48189.88254.49204.61217.47185.83e (mm)797.85536.53287.21544.54455.59467.48449.88514.49464.61477.47445.83x23.3227.4019.6550.5154.5839.7983.5979.5158.11110.23114.31As=As320.00-14.72-284.2627.21-231.51-158.93-314.11-25.17-212.01-166.18-358.47(%)0.800.800.800.800.800.800.800.800.800.800.80Asmin1440.001440.001440.001440.001440.001440.001440.001440.001440.001440.001440.00配筋 4 22 4 22 4 22 4 22 4 22 4 22 4 22 4 22 4 22 4 22 4 22实配面积(mm)1520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm2 三层二层一层Nmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin130.43252.70212.70156.53257.20257.20155.63470.80470.80135.97854.711633.461680.121023.662129.442129.441115.722392.282392.281291.782642.642642.642642.642642.642642.642642.642642.642642.642642.642642.64大大小大小小大大大小4.504.504.504.504.504.504.504.554.554.55152.60154.70126.60152.91120.78120.78139.49196.80196.80105.2620.0020.0020.0020.0020.0020.0020.0020.0020.0020.00172.60174.70146.60172.91140.78140.78159.49216.80216.80125.267.507.507.507.507.507.507.507.587.587.581.001.000.911.000.880.880.971.001.000.801.001.001.001.001.001.001.001.001.001.001.131.131.141.131.141.141.141.111.111.15195.10197.20167.00195.41160.56160.56181.29239.80239.80143.75455.10457.20427.00455.41420.56420.56441.29499.80499.80403.7574.71142.78146.8689.48186.14186.1497.53209.12209.12112.92-277.54-246.63-481.15-294.54-474.77-474.77-375.19510.20510.20-619.750.800.800.800.800.800.800.800.800.800.801440.001440.001440.001440.001440.001440.001440.001440.001440.001440.00 4 22 4 22 4 22 4 22 4 22 4 22 4 224 254 254 251520mm21520mm21520mm21520mm21520mm21520mm21520mm21964mm21964mm21964mm2表10.4 D轴框架柱正截面配筋计算四层C轴框架柱正截面配筋计算截面七层六层五层四层|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNminM(kNm)138.9083.0021.88177.10112.99100.64240.37170.46144.75334.51334.51173.07N(kN)231.19277.84223.70571.33617.71550.76907.42954.08881.921301.241301.241201.98Nb(kN)2511.12511.12511.12511.12511.12511.12511.12511.12511.12511.12511.12511.1大小偏心大大小大大大大大大大大大l0 (mm)4.504.504.504.504.504.504.504.504.504.504.504.50e0(mm)600.80298.7397.81309.98182.92182.73264.89178.66164.13257.07257.07143.99ea(mm)202020202020202020202020ei(mm)620.80318.73117.81329.98202.92202.73284.89198.66184.13277.07277.07163.99l0/h(mm)7.57.57.57.57.57.57.57.57.57.57.57.511.0001.0000.7681.0001.0001.0001.0001.0001.0001.0001.0000.99121.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0001.0371.0711.1481.0691.1121.1121.0801.1141.1231.0821.0821.137ei(mm)643.51341.43135.24352.68225.62225.43307.59221.37206.83299.77299.77186.48e (mm)908.51606.43400.24617.68490.62490.43572.59486.37471.83564.77564.77451.48x20.2124.2919.5549.9454.0048.1484.6188.9682.23121.33121.33112.07As=As465.91132.25-132.60340.13-28.73-33.90255.47-142.65-212.81436.65436.65-323.53(%)0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%Asmin1440.001440.001440.001440.001440.001440.001440.001440.001440.001440.001440.001440.00配筋 4 22 4 22 4 22 4 22 4 22 4 22 4 224 22 4 22 4 22 4 22 4 22实配面积(mm)1520 mm21520 mm21520 mm21520 mm21520 mm21520mm21520 mm21520 mm21520 mm21520 mm21520 mm21520 mm2三层二层一层|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin312.59261.64205.66362.58362.58204.30518.60518.60156.761605.261903.771518.532003.722003.721833.952221.502221.501998.522511.12511.12511.13448.143448.143448.143448.143448.143448.14大大大大大大大大小4.504.504.504.504.504.504.554.554.55194.73137.43135.43180.95180.95111.40233.45233.4578.44202020232323232323214.73157.43155.43203.95203.95134.40256.45256.45101.447.57.57.57.507.507.507.587.587.581.0000.9590.9491.0001.0000.8481.0001.0000.6891.0001.0001.0001.0001.0001.0001.0001.0001.0001.1061.1381.1391.1311.1311.1691.1071.1071.186237.43179.20176.99230.67230.67157.06283.76283.76120.26502.43444.20441.99545.67545.67472.06598.76598.76435.26149.67177.51141.59160.14160.14146.57177.54177.54159.72142.14-264.01-367.721380.021380.02516.062219.812219.81243.030.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%0.80%1440.001440.001440.001960.001960.001960.001960.001960.001960.00 4 224 22 4 224 254 224 224 28 4 284 281520 mm21520 mm21520 mm21964 mm21964 mm21964 mm22463 mm22463 mm22463mm2C轴框架柱正截面配筋计算框架柱斜截面配筋计算层数B轴框架柱斜截面配筋计算C轴框架柱斜截面配筋计算一层二层三层四层五层六层七层一层二层三层四层五层六层N/kN23922129168013089106243132222200416331261956578V/kN114.35126.01118.0197.0677.5055.1350.0092.69106.6799.3681.8465.5547.45Hn (m)3.953333333.9533333=Hn/(2h0)3.532.682.682.682.682.682.683.532.682.682.682.682.68(3时取3)3.002.682.682.682.682.682.683.002.682.682.682.682.681029.61029.61029.61029.61029.61029.61029.61029.61029.61029.61029.61029.61029.6截面是否满足满足满足满足满足满足满足满足满足满足满足满足满足满足0.3fcbh (KN)1544.41544.41544.41544.41544.41544.41544.41544.41544.41544.41544.41544.41544.4N/kN(实取值)23922129168013089106243132222200416331261956578ASV/s (mm)-1.311-1.108-0.893-0.846-0.770-0.792-0.640-1.400-1.204-1.034-0.956-0.909-0.833构造构造构造构造构造构造构造构造构造构造构造构造构造实配箍筋加密区48100481004

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