欢迎来到天天文库
浏览记录
ID:59415564
大小:528.50 KB
页数:36页
时间:2020-11-01
《某办公楼计算书.doc》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、目录1、设计资料............................................................................................32、初估梁柱截面尺寸............................................................................42.1梁的截面尺寸................................................................
2、............42.2柱的截面尺寸............................................................................52.3梁柱线的刚度的计算................................................................63、荷载计算...............................................................................
3、.............63.1恒荷载标准值计算....................................................................63.2活荷载标准值计算....................................................................93.3荷载作用下的框架内力分析...................................................103.4活荷载作用下框架内力计算....
4、...............................................114、风荷载作用下框架内力计算..........................................................164.1风荷载标准值...........................................................................164.2风荷载作用下侧移验算.......................................
5、....................164.3风荷载作用下框架的内力.......................................................175、水平地震作用的计算.......................................................................215.1框架柱侧移刚度.......................................................................215
6、.2框架自振周期的计算...............................................................215.3水平地震作用下横向框架的内力计算...................................216、框架梁柱配筋...................................................................................236.1梁抗震剪力设计值调整.......................
7、....................................246.2框架横梁配筋..........................................................................246.3框架柱配筋..............................................................................257、基础的设计及配筋计算......................................
8、............................287.1内力的计算..............................................................................287.2选择桩型................................................
此文档下载收益归作者所有