NS4U
Structural
- Apr 2, 2007
- 320
Someone told me awhile ago, that in any bolted connection, 3/4 in. high strength bolts at a minimum should be used.
My question, if A325 bolts are available in 1/2 in. diameters, why are they generally discouraged from being used?
My question, if A325 bolts are available in 1/2 in. diameters, why are they generally discouraged from being used?