atomicman
Structural
- Mar 12, 2001
- 14
AWS D1.1 Section 5.10.3 gives "recommended" minimum nominal thickness of backing bars, provided the backing shall be of sufficient thickness to prevent melt-through. For SMAW, that recommendation is 3/16-inch.
If melt-through is prevented, is a thinner backing plate allowed? I see for commercial weld rings for pipe these are 1/8-inch - the note in 5.10.3 says this is OK provided there is no evidence of melting on exposed interior surfaces.
I'm just trying to clarify in my mind the mandatory code items vs. recommended.
If melt-through is prevented, is a thinner backing plate allowed? I see for commercial weld rings for pipe these are 1/8-inch - the note in 5.10.3 says this is OK provided there is no evidence of melting on exposed interior surfaces.
I'm just trying to clarify in my mind the mandatory code items vs. recommended.