Hello,
I have a non building structure similar to the building. For the structural system, I use knee braces to decrease the moment in my moment connections (end plate to the HSS beam). In table 15.4-1 in ASCE 7-10 there is no similar system to mine. My question is which R should I take for my system?
Thank you
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Seyedkaveh Fatemi EIT, A.M.ASCE
Pacoima CA
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