steelbeam
Structural
- Oct 1, 2010
- 21
I am designing fillet welds for a moment connection of two HSS tubes made with 316 stainless. I want to use AISC Table 8-4 for the weld group but I am not familiar with weld strengths in stainless
and not sure what electrode to choose from Table 8-3 to arrive at the C1 coefficient. Can anyone who is up on stainless welding point me in the right direction?
Thanks for your help/advice.
and not sure what electrode to choose from Table 8-3 to arrive at the C1 coefficient. Can anyone who is up on stainless welding point me in the right direction?
Thanks for your help/advice.