jnich
Structural
- Jun 14, 2012
- 15
On a current project I'm working on, the lead is specifying jam nuts with anchor rods/bolts that connect multiple baseplates to their foundations on the latest drawings. At times he calls out two jam nuts to be used for conencting to the baseplates. I believe AISC code specifies that Heavy Hex Nuts (ASTM A563, Gr A) should be furnished with all anchor rods/bolts, if possible. Standard hex nuts are also acceptable, but not preferred. My question - how acceptable are jam nuts in this case? Any experience with this issue? I understand jam nuts have a thinner profile, but I cannot see any reason that would be required in this case.
Thanks in advance
Thanks in advance