首页 人人文库网 > 毕业设计 > 毕业论文 > 【11层】6442平米11层框剪豪华公寓（计算书、建筑、结构图）
框架竖向活载计算过程.xls

【11层】6442平米11层框剪豪华公寓（计算书、建筑、结构图）

收藏

压缩包内文档预览：
预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图 预览图
编号：29466933    类型：共享资源    大小：3.10MB    格式：ZIP    上传时间：2019-12-06 上传人：遗**** IP属地：湖北
20
积分
举报
举报 版权申诉
版权申诉 word格式文档无特别注明外均可编辑修改；预览文档经过压缩，下载后原文更清晰！ 立即下载
关 键 词：
11层 11 6442 平米 层框剪 豪华 公寓 计算 建筑 结构图
资源描述：
【11层】6442平米11层框剪豪华公寓（计算书、建筑、结构图）,11层,11,6442,平米,层框剪,豪华,公寓,计算,建筑,结构图
内容简介：
顶层结点ABDE杆端ADBEDADEEDEBEF分配系数/0.6190.3810.2610.4250.314固端弯矩-7.737.73-3.88节点D弯矩分配传递1.594.782.951.47节点E弯矩分配传递-0.75-0.69-1.39-2.26-1.67节点F弯矩分配传递-0.65节点E弯矩分配传递0.090.080.170.280.20节点D弯矩分配传递0.130.380.230.12-0.02节点E弯矩分配传递-0.01-0.01-0.02-0.04-0.03节点F弯矩分配传递0.000.010.000.000.00节点E弯矩分配传递0.000.000.001.72-0.685.17-5.178.08-2.03-6.05结点DE杆端DADGDEEDEBEHEF分配系数0.3820.3820.2360.1830.2980.2980.221固端弯矩-7.737.73-5.91节点D弯矩分配传递2.952.951.820.91节点E弯矩分配传递-0.25-0.50-0.81-0.81-0.60节点F弯矩分配传递-0.50节点E弯矩分配传递0.050.090.150.150.11节点D弯矩分配传递0.080.080.050.02-0.01最后弯矩3.033.03-6.068.26-0.67-0.67-6.91结点DE杆端DADGDEEDEBEHEF分配系数0.5620.2710.1670.1390.4680.2260.167固端弯矩-7.737.73-5.91节点D弯矩分配传递4.342.091.290.65节点E弯矩分配传递-0.19-0.38-1.28-0.62-0.46节点F弯矩分配传递-0.36节点E弯矩分配传递0.030.070.230.110.08节点D弯矩分配传递0.110.060.030.02-0.01最后弯矩4.462.15-6.568.08-1.05-0.51-6.65结点DE杆端DADGDEEDEBEHEF分配系数0.4350.4350.130.1120.3770.3770.134固端弯矩-7.737.73-5.91节点D弯矩分配传递3.363.361.000.50节点E弯矩分配传递-0.13-0.26-0.88-0.88-0.31节点F弯矩分配传递-0.29节点E弯矩分配传递0.020.030.110.110.04节点D弯矩分配传递0.050.050.010.01-0.04最后弯矩3.413.41-6.828.01-0.77-0.77-6.51结点DE杆端DADGDEEDEBEHEF分配系数0.3790.4790.1420.1210.3240.4090.146固端弯矩-7.737.73-5.91节点D弯矩分配传递2.933.701.100.55节点E弯矩分配传递-0.17-0.33-0.89-1.12-0.40节点F弯矩分配传递-0.31节点E弯矩分配传递0.030.060.160.200.07节点D弯矩分配传递0.080.100.030.010.00最后弯矩3.013.80-6.748.02-0.72-0.91-6.55下柱上柱下柱上柱层次节点号DE杆件号DADGDEEDEBEH顶层分配系数0.6190.3810.2610.425杆端弯矩5.17-5.178.08-2.03不平衡弯矩1.01-0.22弯矩分配-0.63-0.380.060.09合计5.55-5.558.13-2.1610分配系数0.3820.3820.2360.1830.2980.298杆端弯矩3.033.03-6.068.26-0.67-0.67不平衡弯矩1.011.72-0.22-0.68弯矩分配-1.04-1.04-0.640.160.270.27合计3.003.71-6.718.42-0.62-1.0779分配系数0.3820.3820.2360.1830.2980.298杆端弯矩3.033.03-6.068.26-0.67-0.67不平衡弯矩1.011.01-0.22-0.22弯矩分配-0.77-0.77-0.480.080.130.13合计3.273.27-6.548.34-0.76-0.766分配系数0.3820.3820.2360.1830.2980.298杆端弯矩3.033.03-6.068.26-0.67-0.67不平衡弯矩1.491.01-0.17-0.22弯矩分配-0.95-0.95-0.590.070.120.12合计3.563.09-6.658.33-0.72-0.775分配系数0.5620.2710.1670.1390.4680.226杆端弯矩4.462.15-6.568.08-1.05-0.51不平衡弯矩1.141.01-0.26-0.22弯矩分配-1.21-0.58-0.360.070.220.11合计4.392.58-6.928.15-1.08-0.624分配系数0.4350.4350.130.1120.3770.377杆端弯矩3.413.41-6.828.01-0.77-0.77不平衡弯矩1.141.49-0.26-0.35弯矩分配-1.14-1.14-0.340.070.230.23合计3.413.76-7.178.08-0.79-0.893分配系数0.4350.4350.130.1120.3770.377杆端弯矩3.413.41-6.828.01-0.77-0.77不平衡弯矩1.141.14-0.26-0.26弯矩分配-0.99-0.99-0.300.060.200.20合计3.563.56-7.128.07-0.83-0.832分配系数0.4350.4350.130.1120.3770.377杆端弯矩3.413.41-6.828.01-0.77-0.77不平衡弯矩1.271.14-0.30-0.26弯矩分配-1.05-1.05-0.310.060.210.21合计3.633.50-7.148.08-0.86-0.81底层分配系数0.3790.4790.1420.1210.3240.409杆端弯矩3.013.80-6.748.02-0.72-0.91不平衡弯矩1.14-0.26弯矩分配-0.43-0.54-0.160.030.080.10合计2.584.39-6.908.05-0.64-1.07层号DE跨梁EF跨梁梁端弯矩梁端剪力梁端弯矩梁端剪力MDEMEDVDEVEDMEFMFEVEF111.99-5.98-4.296.068.13-5.55-9.06102.94-6.71-4.819.248.42-6.71-8.9092.94-6.81-4.799.268.34-6.54-8.9282.94-6.81-4.799.268.34-6.54-8.9272.94-6.81-4.799.268.34-6.54-8.9262.94-6.82-4.789.268.33-6.65-8.9053.26-6.57-4.919.138.15-6.92-8.8143.45-6.43-4.989.068.08-7.17-8.7533.42-6.44-4.979.078.07-7.12-8.7623.43-6.44-4.989.078.08-7.14-8.7613.29-6.51-4.939.128.05-6.90-8.80层号截面柱轴力柱端弯矩轴号轴号DEFDEF11上8.7023.9412.52-0.79-2.165.55下8.7023.9412.52-1.53-1.073.71410上17.7250.1725.20-1.41-0.623.00下17.7250.1725.20-1.49-0.763.279上26.7176.4237.86-1.49-0.763.27下26.7176.4237.86-1.49-0.763.278上35.71102.6850.52-1.49-0.763.27下35.71102.6850.52-1.49-0.763.277上44.70128.9463.18-1.49-0.763.27下44.70128.9463.18-1.53-0.773.096上53.70155.1875.87-1.40-0.723.56下53.70155.1875.87-1.17-0.622.585上62.82181.4288.64-2.03-1.084.39下62.82181.4288.64-1.79-0.893.764上72.01207.31101.47-1.66-0.793.41下72.01207.31101.47-1.71-0.833.563上81.20233.23114.29-1.71-0.833.56下81.20233.23114.29-1.70-0.813.502上90.38259.14127.11-1.73-0.863.63下90.38259.14127.11-2.08-1.074.391上99.52285.13139.89-1.12-0.642.58下99.52285.13139.89-0.69-0.361.51下柱上柱节点ADE杆件ADDADEED0.5030.49731.22-31.22分配与传递-5.23-15.70-15.52-7.76合计-5.23-15.7015.70-38.98节点ADEB杆件ADDADBDEEDBD分配系数0.3350.3350.33010固端弯矩41.93-64.57分配与传递-4.68-14.05-14.05-13.84-6.92-4.68合计-4.68-14.05-14.0528.09-71.49-4.68节点ADEB杆件ADDADBDEEDBD5分配系数0.5110.2460.243固端弯矩41.93-64.57分配与传递-7.14-21.43-10.32-10.19-5.09-3.44合计-7.14-21.43-10.3231.74-69.66-3.44节点ADEB杆件ADDADBDEEDBD分配系数0.4040.4040.19224固端弯矩41.93-64.57分配与传递-5.65-16.94-16.94-8.05-4.03-5.65合计-5.65-16.94-16.9433.88-68.60-5.65节点ADEB杆件ADDADBDEEDBD分配系数0.3490.4410.210固端弯矩41.93-64.57分配与传递-4.88-14.65-18.49-8.79-4.40-6.16合计-4.88-14.65-18.4933.14-68.97-6.16-5.651.972494 2.489953 1.18375-4.88-12.68-21.6534.32-68.97-6.16KL_3层号DEDMVMVMV1118.0336.97-38.9846.287月10日31.3644.21-71.4990.29631.1844.17-71.4990.33534.2545.26-69.6689.242月4日36.0545.89-68.6088.61134.3245.43-68.9789.07恒载作用下剪力墙轴力、弯矩层号墙自重板传来纵梁KL-3NNMNMN11126.3176.230.00106.52-22.4646.2810127.1935.23-2.05140.6938.2090.299127.1935.23-2.05140.6938.2090.298127.1935.23-2.05140.6938.2090.297127.1935.23-2.05140.6938.2090.296127.1935.23-2.05140.6938.2090.335141.2935.23-2.05140.6938.2089.244141.2935.23-2.05140.6938.2088.613141.2935.23-2.05140.6938.2088.612141.2935.23-2.05140.6938.2088.611199.7535.23-2.05140.6938.2089.07FCFEFCCF0.4260.574/3.88-0.84-1.30-1.75-0.580.10-0.04-0.06-0.02-0.010.010.010.001.80-1.80-0.6011FA(G)B(H)C(D)FEFIFCAD/GDBE(HE)CF(IF)0.2700.3650.365 /3.980.98-0.30-0.27-0.99-1.34-1.34-0.450.050.05-0.01-0.02-0.020.03-0.012.73-1.36-1.361.01-0.22-0.45610FA(G)B(H)C(D)FEFIFCAD/GDBE(HE)CF(IF)0.1940.2620.544 /3.981.450.70-0.23-0.43-0.21-0.71-0.96-2.00-0.67-0.320.040.080.04-0.01-0.01-0.030.04-0.010.020.003.07-0.98-2.031.49-0.35-0.680.72-0.17-0.335FA(G)B(H)C(D)FEFIFCAD/GDBE/HECF/IF0.1520.4240.424 /3.981.12-0.16-0.29-0.58-1.62-1.62-0.540.020.040.00-0.01-0.010.020.003.26-1.63-1.631.14-0.26-0.5424FA(G)B(H)C(D)FEFIFCAD/GDBE(HE)CF(IF)0.1660.4650.369/3.981.461.23-0.20-0.44-0.37-0.61-1.71-1.36-0.68-0.570.040.080.07-0.01-0.03-0.020.05-0.010.03-0.013.20-1.74-1.381.51-0.36-0.691.27-0.30-0.58上柱下柱FEFFEFIFC0.3140.4260.574-6.051.80-0.60-0.450.070.190.26-5.981.99-0.790.2210.270.3650.365-6.912.73-1.36-1.36-0.45-0.330.200.210.290.29-6.712.94-1.53-1.410.2210.270.3650.365-6.912.73-1.36-1.36-0.45-0.450.100.250.330.33-6.812.97-1.49-1.490.2210.270.3650.365-6.912.73-1.36-1.36-0.45-0.330.090.210.280.28-6.822.94-1.53-1.400.1670.1940.2620.544-6.653.07-0.98-2.03-0.45-0.540.080.190.260.54-6.573.26-1.17-2.03-8.260.1340.1520.4240.424-6.513.26-1.63-1.63-0.68-0.540.080.190.520.52E-6.433.45-1.79-1.66-8.110.1340.1520.4240.424-6.513.26-1.63-1.63-0.54-0.540.070.170.460.46-6.443.42-1.71-1.71-8.100.1340.1520.4240.424-6.513.26-1.63-1.63-0.54-0.580.080.170.480.48-6.443.43-1.70-1.73-8.110.1460.1660.3690.465-6.553.20-1.74-1.38-0.540.040.090.200.25-6.513.29-2.08-1.12VFEDE8.110.885665.180.4774338.5868.270.838415.64583333 8.3991670.317628.5868.250.860715.64583333 8.399167 0.3333338.5868.250.860715.64583333 8.399167 0.3333338.5868.250.860715.64583333 8.399167 0.3333338.5868.280.862225.64583333 8.399167 0.3106288.5868.360.734025.64583333 8.399167 0.2276268.5868.420.662225.64583333 8.399167 0.1685198.5868.410.671115.64583333 8.399167 0.1759268.5868.410.668895.64583333 8.399167 0.1740748.5868.370.715925.64583333 8.399167 0.2136478.586柱端剪力轴号DEFDEF0.771.08-3.094.418.824.41梁端剪力0.970.46-2.094.218.084.410.990.51-2.184.218.084.410.990.50-2.184.218.084.411.010.51-2.124.218.084.410.860.45-2.054.218.084.411.270.66-2.724.218.084.411.120.54-2.324.218.084.411.140.55-2.354.218.084.411.270.64-2.674.218.084.410.600.33-1.364.218.084.41节点ADE杆件ADDADEED0.5030.497-5.23-15.7015.70-38.98-4.68分配与传递2.354042.32596合计-5.23-18.0318.03-38.98节点AD杆件ADDADB10分配系数0.3350.335固端弯矩分配与传递 -4.68-14.05-14.05合计-4.68-14.05-14.05-4.68-5.233.319853.31985-4.68-15.41-15.964.6214.689.7219.021节点AD97杆件ADDA分配系数0.335固端弯矩分配与传递 -4.68-14.054.6219.729.7224.061合计-4.68-14.05-4.683.1356-4.68-15.596节点A4.6219.727.722.041杆件AD分配系数固端弯矩分配与传递 -4.68合计-4.68-4.685节点A杆件AD分配系数E固端弯矩MV分配与传递 -7.14合计-7.14-7.1424节点杆件分配系数固端弯矩分配与传递合计本层内力最后内力MN1N1N2MN2M类别层号-163.94229.03-186.40229.03-186.40全部列柱11355.34355.343690.307610-315.27266.21-279.12621.55-465.5225393.40748.7436.2590.9441-315.27266.21-279.121014.95-744.64393.401142.1436.2590.944KL_3恒载作用下剪力墙轴力、弯矩KL-3-315.27266.21-279.121408.35-1023.76393.401535.5536.2590.944-315.27266.21-279.121801.76-1302.89393.401928.9536.2590.944-315.38266.25-279.232195.20-1582.12393.442322.4036.2590.944-310.61265.16-274.462587.56-1856.58406.452047.9452.289.088-307.83264.53-271.682312.46-2128.26405.812453.7552.289.088-307.83264.53-271.682718.27-2399.95405.812859.5652.289.088-307.83264.
温馨提示:
1: 本站所有资源如无特殊说明，都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
2: 本站的文档不包含任何第三方提供的附件图纸等，如果需要附件，请联系上传者。文件的所有权益归上传用户所有。
3.本站RAR压缩包中若带图纸，网页内容里面会有图纸预览，若没有图纸预览就没有图纸。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 人人文库网仅提供信息存储空间，仅对用户上传内容的表现方式做保护处理，对用户上传分享的文档内容本身不做任何修改或编辑，并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容，请与我们联系，我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
提示  人人文库网所有资源均是用户自行上传分享，仅供网友学习交流，未经上传用户书面授权，请勿作他用。
关于本文
本文标题：【11层】6442平米11层框剪豪华公寓（计算书、建筑、结构图）
链接地址：https://www.renrendoc.com/p-29466933.html

官方联系方式

网站客服网站客服      侵权投诉侵权投诉
1:下载资料失败解决办法   
2:不支持迅雷下载,请使用浏览器下载   
3:不支持QQ浏览器下载,请用其他浏览器   
4:下载后的文档和图纸-无水印   
5:文档经过压缩，下载后原文更清晰   
点击下载此资源
关于我们 - 网站声明 - 网站地图 - 资源地图 - 友情链接 - 网站客服 - 联系我们

网站客服QQ：2881952447     

copyright@ 2020-2025  renrendoc.com 人人文库版权所有   联系电话：400-852-1180

备案号:蜀ICP备2022000484号-2       经营许可证: 川B2-20220663       公网安备川公网安备: 51019002004831号

本站为文档C2C交易模式，即用户上传的文档直接被用户下载，本站只是中间服务平台，本站所有文档下载所得的收益归上传人(含作者)所有。人人文库网仅提供信息存储空间，仅对用户上传内容的表现方式做保护处理，对上载内容本身不做任何修改或编辑。若文档所含内容侵犯了您的版权或隐私，请立即通知人人文库网，我们立即给予删除！