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ID:1488861
大小:4.06 MB
页数:85页
时间:2017-11-11
《贵阳师范大学新校区教学楼结构设计》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、本科毕业设计—计算书题目____贵阳师范大学新校区教学楼设计_姓名专业土木工程学号指导教师哈。。。。。土木建筑工程学院二○一六年五月85目录中文摘要...........................................................Ⅰ英文摘要...........................................................Ⅱ引言..............................................................Ⅲ1设计资料....................
2、.................................61.1建筑概况1.2结构资料2.结构设计..........................................................72.1结构的选型2.2结构的布置3.截面尺寸设计......................................................83.1梁的截面尺寸3.2柱的截面尺寸4.框架的计算简图及梁与柱线刚度的设计................................104.1框架计算简图的确定4.2框架梁柱线刚度5.荷
3、载的计算........................................................125.1竖向作用下恒荷载标准值........................................125.2竖向活荷载标准值...............................................165.3地震的作用.....................................................176.内力的计算........................................
4、................256.1竖向荷载内力计算..............................................256.2活荷载作用下的内力............................................306.3计算恒(活)载作用下的框架柱轴力...............................316.4计算重力荷载代表值............................................367.内力的组合....................................
5、....................417.1荷载作用下控制截面内力计算7.2框架梁柱内力组合方式8.截面的设计........................................................52858.1框架的梁截面..................................................518.2框架的柱截面..................................................569.楼梯的设计.........................................
6、...............649.1楼段板的设计..................................................649.2平台板的设计..................................................669.3平台梁的设计..................................................6710.楼盖的设计......................................................7010.1荷载的计算...............
7、...................................7010.2内力的计算..................................................7110.3配筋的计算..................................................7311.基础的设计......................................................7611.1边柱的设计........................................
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