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High-strength bolts

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A325-X bolts were specified to be installed at steel to column moment 
resisting connection in an OMRF.  Instead, A325  friction type bolts were 
installed, but were not torqued., but tightened well.  The bolts are 
presently inaccessible.  Will the friction type bolts be accectable without 
having to be torqued.  

Thank you, 
S. Mezey