DB33 T 856-2012 特大跨径钢箱梁悬索桥设计指南

《DB33 T 856-2012 特大跨径钢箱梁悬索桥设计指南》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、ICS93.040P28DB33浙江省地方标准DB33/T856—2012特大跨径钢箱梁悬索桥设计指南Guidelinesforlongspansteelboxgirdersuspensionbridge2012-03-09发布2012-04-09实施浙江省质量技术监督局发布DB33/T856—2012目次前言...............................................................................III1范围.................................................

2、.............................12规范性引用文件....................................................................13术语、符号........................................................................23.1术语..........................................................................23.2符号...................

3、.......................................................34材料..............................................................................64.1混凝土........................................................................64.2普通钢筋及预应力筋............................................................6

4、4.3高强度钢丝及钢丝绳............................................................64.4结构用钢材....................................................................74.5其他..........................................................................75作用.........................................................

5、.....................75.1一般规定......................................................................75.2各类作用......................................................................75.3作用效应组合..................................................................86总体设计及计算............................

6、........................................86.1一般规定......................................................................96.2抗风设计......................................................................96.3抗震设计.....................................................................106.4总体计算........

7、.............................................................117桥塔.............................................................................127.1一般规定.....................................................................127.2结构型式..............................