stillfan
Structural
- Jan 18, 2010
- 35
My international supplier is substituting S355 for A572 grade 50 that was originally specified. I am running through the properties and noticed that the S355 has higher Mn, Si, Cu and N values at 1.6%, .55max,.55max,.012max (respectively) compared to 1.35%, .40,0,0.
I believe this is a standard substitution but I wanted to double check.
If this is ok, at what point should a structural engineer actually start to question if a material substitute is acceptable?
I believe this is a standard substitution but I wanted to double check.
If this is ok, at what point should a structural engineer actually start to question if a material substitute is acceptable?