ôSnug-Tightenedö Method
ôSnug-Tightenedö Method
(OP)
I am designing multistory enclosed process building with negligible seismic forces. Main Wind-Force Resisting System is steel structure braced in one direction and moment connected in other direction. For tightening structural bolts can "Snug-Tightened" method be used?
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RE: ôSnug-Tightenedö Method
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