Stirrups design
Stirrups design
(OP)
Hey guys I am new in this site I just wanted to know how can I design stirrups for the critical length of columns it's formula or any information
Thanks
Thanks
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RE: Stirrups design
Your concrete code will have provisions for spacing, size, etc. for column ties.
RE: Stirrups design
Mike McCann, PE, SE (WA)
RE: Stirrups design
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RE: Stirrups design
RE: Stirrups design
I've even seen beam fitments.
RE: Stirrups design
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: Stirrups design
Yeah, but you're a "banana bender" - Queenslander
RE: Stirrups design
But how to design the ties for the start and end of columns?
RE: Stirrups design