几何尺寸与公差论坛------致力于产品几何量公差标准GD&T (GDT:ASME)|New GPS(ISO)研究/CAD设计/CAM加工/CMM测量 - 查看单个帖子 - concrete reinforcement anchorage to steel beam

concrete reinforcement anchorage to steel beam
i am designing a residential structure with icf walls. there is a 2nd floor icf wall that does not have support below so i designed a cast-in-place beam to carry the wall. the builder would like to use a steel beam instead. what types of anchorage would be acceptable for the wall reinforcement to the steel beam. aci 12.14.3 talks about welded splices but would this apply to my case? thanks for your input.
check out our whitepaper library.
you could get the ends of the starter bars threaded and 'bolt' through the top of the beam. if you do this, just re
i would weld rebars (a706, not a615 in the usa) to the top flange or use deformed bar anchors (dba's). use these at the filled cell locations and lap with the masonry reinforcement with the typical lap splice you would normally use.

2009-09-08, 12:31 PM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	concrete reinforcement anchorage to steel beam concrete reinforcement anchorage to steel beam i am designing a residential structure with icf walls. there is a 2nd floor icf wall that does not have support below so i designed a cast-in-place beam to carry the wall. the builder would like to use a steel beam instead. what types of anchorage would be acceptable for the wall reinforcement to the steel beam. aci 12.14.3 talks about welded splices but would this apply to my case? thanks for your input. check out our whitepaper library. you could get the ends of the starter bars threaded and 'bolt' through the top of the beam. if you do this, just re i would weld rebars (a706, not a615 in the usa) to the top flange or use deformed bar anchors (dba's). use these at the filled cell locations and lap with the masonry reinforcement with the typical lap splice you would normally use. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]