cnuk
Mechanical
- Oct 7, 2004
- 75
I am trying to redesign an existing piece of outdoor structural equipment and bring it in line with code. I have two options to rework a deficiency where a square HSS member joins to a plate with a fillet weld around the square HSS:
1. Replace an 1 1/4" A36 plate with a ~80 ksi plate. Likely will have to a quenched and tempered plate to get that strength.
Q: How difficult is it to weld a 50ksi plain carbon structural steel to a 80+ ksi Q&T plate? I suspect a detailed weld procedure (preheat, rod selection, etc) will be required.
2. Upgrade to a 50ksi plate but it will still be plain carbon steel. To get the increased strength add gussets/braces where required. Can continue to use the existing 7018 rods we are currently using. Will be heavier but "simpler" and maybe more cost effective in the end.
I suspect most will pick option 2 as the preferred option.
1. Replace an 1 1/4" A36 plate with a ~80 ksi plate. Likely will have to a quenched and tempered plate to get that strength.
Q: How difficult is it to weld a 50ksi plain carbon structural steel to a 80+ ksi Q&T plate? I suspect a detailed weld procedure (preheat, rod selection, etc) will be required.
2. Upgrade to a 50ksi plate but it will still be plain carbon steel. To get the increased strength add gussets/braces where required. Can continue to use the existing 7018 rods we are currently using. Will be heavier but "simpler" and maybe more cost effective in the end.
I suspect most will pick option 2 as the preferred option.