Using links as column ties?
Using links as column ties?
(OP)
Have y'all ever seen links used in columns as shown in the attachment? I understand at some spots in the column, like where vertical bars splice and so they have to slope,it might not be preferable to use square ties since their size will be changing along the slope. However even then I've only seen U-bars to accommodate the sloped bars, never ties. What are y'alls opinion on these?






RE: Using links as column ties?
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Using links as column ties?
Actually though I didn't know that was a reason for using diamond ties, that's neat; thanks.
RE: Using links as column ties?
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Using links as column ties?
RE: Using links as column ties?
RE: Using links as column ties?
In this part of the world we generally use plain round bars for the stirrups which can't be lapped with a straight lap.
If you are trying to improve the buildability why not have one u shaped stirrup with 2 135 degree hooks with a closing link
RE: Using links as column ties?
RE: Using links as column ties?
RE: Using links as column ties?
Never given it much thought to be honest, so not sure what others do?