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ID:44349826
大小:6.93 MB
页数:186页
时间:2019-10-21
《JTGD62-2012公路钢筋混凝土及预应力混凝土桥涵设计规范规范图集》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、目次1总则................................................................................................................................12术语和符号....................................................................................................................32.1术语........................
2、.................................................................................................32.2符号.........................................................................................................................63材料..........................................................
3、....................................................................123.1混凝土...................................................................................................................123.2钢筋........................................................................................
4、...............................134结构设计......................................................................................................................174.1一般规定(新增节).........................................................................................174.2板的计算..................
5、.............................................................................................214.3梁的计算...............................................................................................................244.4拱的计算................................................................
6、...............................................284.5耐久性设计(新增节)...................................................................................315持久状况承载能力极限状态计算..............................................................................375.1一般规定.....................................
7、..........................................................................375.2受弯构件...............................................................................................................395.3受压构件.................................................................................
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