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横梁内力组合合并.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

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MSG.PK

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PK0.PK

PK1.PK

PK11.OUT

PKBE.T

PKMODEL.MLL

PKn.PK

R-W.T

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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：

编号：29240032 类型：共享资源大小：4.66MB 格式：RAR 上传时间：2019-12-06 上传人：qq77****057 IP属地：江苏

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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：: 横梁内力组合(底层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.981层B1C1C1M-32.88-12.52264.13-264.13-56.98-56.66V43.9416.68-82.6482.6476.0775.66跨中M32.7112.2816.21-16.2156.4456.19D1左M-34.42-13.54-231.72231.72-60.26-59.74V-44.54-17.08-82.6482.64-77.36-76.87C1D1D1右M-3.83-3.0280.29-80.29-8.81-8.12V9.714.50-66.9166.9117.9517.52跨中M2.00-0.320.000.001.962.39E1左M-3.83-3.02-80.2980.29-8.82-8.12V-9.71-4.50-66.9166.91-17.95-17.52D1E1E1右M-34.42-13.54231.72-231.72-60.26-59.74V44.5417.08-82.6482.6477.3576.86跨中M32.7112.28-16.2116.2156.4456.19F1左M-32.89-12.52-264.13264.13-56.99-56.67V-43.94-17.08-82.6482.64-76.63-76.05 横梁内力组合(二层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.982层B2C2C2M-35.15-13.38259.73-259.73-60.91-60.56V44.0516.79-83.4183.4176.3775.92跨中M30.7411.729.50-9.5053.2952.98D2左M-36.10-13.81-240.74240.74-62.65-62.27V-44.43-16.96-83.4183.41-77.05-76.60C2D2D2右M-3.83-1.8283.31-83.31-7.14-6.95V9.714.50-69.4269.4217.9517.52跨中M2.000.880.000.003.633.56E2左M-3.83-1.82-83.3183.31-7.14-6.95V-9.71-4.50-69.4269.42-17.95-17.52D2E2E2右M-36.10-13.81240.74-240.74-62.65-62.27V44.4316.96-83.4183.4177.0676.60跨中M30.7411.72-9.509.5053.2952.98F2左M-35.15-13.38-259.73259.73-60.91-60.56V-44.05-16.79-83.4183.41-76.37-75.92 横梁内力组合(三层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.983层B3C3C3M-35.00-13.33243.64-243.64-60.67-60.32V44.0516.79-78.2678.2676.3675.92跨中M30.8611.768.86-8.8653.5053.19D3左M-36.00-13.77-225.92225.92-62.48-62.09V-44.44-16.96-78.2678.26-77.07-76.61C3D3D3右M-4.08-0.8078.15-78.15-6.01-6.29V9.714.50-65.1365.1317.9517.52跨中M1.741.900.000.004.754.21E3左M-4.08-0.80-78.1578.15-6.02-6.29V-9.71-4.50-65.1365.13-17.95-17.52D3E3E3右M-36.00-13.77225.92-225.92-62.48-62.09V44.4416.96-78.2678.2677.0776.61跨中M30.8611.76-8.868.8653.5053.19F3左M-35.00-13.33-243.64243.64-60.67-60.32V-44.05-16.79-78.2678.26-76.36-75.92 横梁内力组合(四五层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.984层B4C4C4M-35.00-13.33193.30-193.30-60.67-60.32V44.0516.79-62.0962.0976.3675.92跨中M30.8611.767.04-7.0453.5053.19D4左M-36.00-13.77-179.23179.23-62.48-62.09V-44.44-16.94-62.0962.09-77.04-76.60C4D4D4右M-4.08-0.8062.00-62.00-6.01-6.29V9.714.50-51.6751.6717.9517.52跨中M1.741.900.000.004.754.21E4左M-4.08-0.80-62.0062.00-6.02-6.29V-9.71-4.50-51.6751.67-17.95-17.52D4E4E4右M-36.00-13.77179.23-179.23-62.48-62.09V44.4416.94-62.0962.0977.0476.60跨中M30.8611.76-7.047.0453.5053.19F4左M-35.00-13.33-193.30193.30-60.67-60.32V-44.05-16.79-69.0969.09-76.36-75.92 横梁内力组合(五层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.985层B5C5C5M-35.00-13.33146.45-146.45-60.67-60.32V44.0516.79-47.0447.0476.3675.91跨中M30.8611.765.33-5.3353.5053.19D5左M-36.00-13.77-135.79135.79-62.48-62.09V-44.44-16.96-47.0447.04-77.07-76.61C5D5D5右M-4.08-0.8046.97-46.97-6.01-6.29V9.714.50-39.1439.1417.9517.52跨中M1.741.900.000.004.754.21E5左M-4.08-0.80-46.9746.97-6.02-6.29V-9.71-4.50-39.1439.14-17.95-17.52D5E5E5右M-36.00-13.77135.79-135.79-62.48-62.09V44.4416.96-47.0447.0477.0776.61跨中M30.8611.76-5.335.3353.5053.19F5左M-35.00-13.33-146.45146.45-60.67-60.323层B3C3D3左V-44.05-16.79-47.0447.04-76.36-75.92 横梁内力组合(六层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.986层B6C6C6M-37.22-13.7395.97-95.97-63.89-63.71V44.1716.81-31.0331.0376.5476.10跨中M28.9511.422.89-2.8950.7250.27D6左M-37.59-14.06-90.1990.19-64.79-64.52V-44.31-16.94-31.0331.03-76.89-76.42C6D6D6右M-3.54-1.9631.20-31.20-6.99-6.69V9.714.50-26.0026.0017.9517.52跨中M2.290.740.000.003.783.81E6左M-3.54-1.96-31.2031.20-6.99-6.69V-9.71-4.50-26.0026.00-17.95-17.52D6E6E6右M-37.59-14.0690.19-90.19-64.79-64.52V44.3116.94-31.0331.0376.8976.42跨中M28.9511.42-2.892.8950.7250.27F6左M-37.22-13.73-95.9795.97-63.89-63.71V-44.17-16.81-31.0331.03-76.54-76.10横梁内力组合(七层)层号杆件截面内力荷载类别内力组合恒活地震左地震右1.2+1.35+1.40.987层B7C7C7M-41.17-11.3350.78-50.78-65.27-66.69V62.3316.59-16.1216.1298.02100.40跨中M51.8513.252.42-2.4280.7782.98D7左M-45.07-12.77-45.9545.95-71.96-73.36V-63.85-17.16-16.1216.12-100.65-103.02C7D7D7右M-8.32-0.4315.89-15.89-10.58-11.65V13.783.60-13.2413.2421.5822.13跨中M-0.051.740.000.002.371.63E7左M-8.32-0.43-15.8915.89-10.59-11.66V-13.78-3.60-13.2413.24-21.58-22.13D7E7E7右M-45.07-12.7745.95-45.95-71.96-73.36V63.8517.16-16.1216.12100.64103.01跨中M51.8513.252.42-2.4280.7782.98F7左M-41.17-11.33-50.7850.78-65.27-66.69V-62.33-16.59-16.1216.12-98.02-100.405层D5E5F5左1.2(+0.5)+1.31.3296.40-390.34-44.70170.1767.6925.54-350.66251.81-171.1343.7497.98-110.78-72.63101.342.212.21-110.7897.98-101.3472.63251.81-350.67-43.74171.1325.5467.69-390.35296.39-170.4144.461.2(+0.5)+1.31.3287.44-387.86-45.50171.3756.2731.57-364.57261.36-171.9244.94102.62-113.99-75.90104.602.932.93-113.99102.62-104.6075.90261.36-364.57-44.94171.9231.5756.27-387.86287.44-171.3745.501.2(+0.5)+1.31.3266.73-366.74-38.81164.6755.6132.56-345.16242.23 横梁内力组合(底层)内力组合横梁内力组合(二层)内力组合横梁内力组合(三层)内力组合-165.2438.2396.22-106.97-70.3299.023.233.23-106.9796.22-99.0270.32242.23-345.16-38.23165.2432.5755.61-366.73266.73-164.6738.811.2(+0.5)+1.31.3201.29-301.3026.88152.7553.2434.94-284.46181.54-144.2117.2375.23-85.97-52.8281.523.233.23-85.9875.22-81.5252.82181.54-284.46-17.23144.2134.9453.24-301.29201.29-152.7526.881.2(+0.5)+1.31.3140.38-240.391.78124.0851.0237.16-227.99125.07-124.65-2.3555.69-66.44-36.5365.233.233.23-66.4455.69-65.2336.53125.07-227.992.35124.6637.1651.02-240.39140.38 横梁内力组合(四五层)内力组合横梁内力组合(五层)内力组合-124.08-1.781.2(+0.5)+1.31.371.86-177.6722.75103.4345.3537.83-170.7963.71-103.68-23.0035.14-45.98-19.4548.153.193.19-45.9835.14

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