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

how to design this link beam
i have a shear wall which has a 5ft by 7ft opening on each floor, we used a link beam with has 10ft depth to connect the opening. now i need to design the concrete beam, anybody has ideas how to design it? is the beam to deep? can i design it as shear wall rotated 90 degree? attached is a sketch of the shear wall and link beam.
thanks all.
try chapter 10 of this reference.
if it is for seismic applications, need to comply with aci ch 21. they give you a diagram of how the rebar need to look. hopefully, you're section is wide enough to do it.

__________________
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]

2009-09-09, 05:45 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	how to design this link beam how to design this link beam i have a shear wall which has a 5ft by 7ft opening on each floor, we used a link beam with has 10ft depth to connect the opening. now i need to design the concrete beam, anybody has ideas how to design it? is the beam to deep? can i design it as shear wall rotated 90 degree? attached is a sketch of the shear wall and link beam. thanks all. try chapter 10 of this reference. if it is for seismic applications, need to comply with aci ch 21. they give you a diagram of how the rebar need to look. hopefully, you're section is wide enough to do it. __________________ 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]