msdengineer
Structural
- Dec 15, 2008
- 17
I am looking at welding a steel bar to a flat plate. I know that I need to use a flare bevel groove weld and I see in the AISC code and AWS D1.1 what the "effective weld size" should be. In my case I have a 1-3/8" bar and a 3/8" thick plate. So following the AISC, I should have a 5/16*R effective weld size. My question is how do I specify the actual weld size on the drawing? Do I have to fill the weld flush to the bar (11/16" depth) to use the 5/16R = 0.215" effective weld size? Or am I permitted to use less depth, if so how should I specify this on the weld symbol?
See the attached drawing for clarity.
See the attached drawing for clarity.