I am needing help on codes that address, Threads showing
through nut after torque,on ASTM A325 and A490 bolts.
I have always used 2t-3t, after torgue as rule of thumb.
Any clarification would be appreciated
When bolting strucural steel, on a Goverment job (Navy Barracks),with bolt in the vertical position. Is there a code on the direction the bolt should placed? Or can a bolt be placed with the bolt head on the bottom, nut on top, if useing shear type 409 bolts?