Keystation
Structural
Is it okay to have diagonal ties? If so how do you calculate rebar strength that is resisting diagonal force?
Thank you
Thank you
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Strut and Tie
- Thread starter Keystation
- Start date
Yes, in general. That said, I recommend posting a sketch of your particular situation.
The same as any other tie: the factored yield stress of the tie rebar.
Greenalleycat
Structural
Getting philosophical, all ties are diagonal if you rotate your piece of paper
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