crmorse
New member
I recently purchased a SSQL to pin-on adapter for my telehandler[1]. Unfortunately, I misread the model number and it doesn't fit my unit correctly. Even worse, round-trip shipping would cost even more than it's worth. Fortunately, the only thing wrong is the spacing between the pin-on brackets is too wide. I've successfully cut them off and measured where they should go. However, I've never welded anything this thick before and while it will NOT ever be supporting anything life threatening, I don't want to create a hazard zone either....
The configuration is 1" x 2" flat bar stock running horizontal with the 2" side facing the brackets. The brackets are also 1" wide and mounted perpendicular to the cross bars so that the 1" wide face is against the 2" face. I have a 200A stick welder and a selection of 3/32" and 1/8" rods mostly of the 6013 and 7018 variety plus a few others. I feel better with the 6013 but I think the results of the 7018 are actually better.
Based on some videos I've watched on the subject I think I should grind in a bevel on the brackets and lay down a root pass with 3/32" 6013, clean it up, and then blend in filler passes with 1/8" 7018 until the weld fillet is about 3/16" thick which would be about 3/8" wide.
Does this sound like the right approach? If so, what angle/size starting bevel should I grind? If it's not right, what do you recommend?
As I stated before, this will not be be used in any overhead position or the rated load (6000 lbs) of the machine. I plan to use it to mount a jib to place 250# wood trusses. All my actions and the responsibility for them are my own. That said, I want to do this right and make sure the welds are good enough that they could hold the 6000 rated load anyway.
If it matters, when grinding out the factory welds I learned that they cut a small slot in the cross bars and matching tab on the brackets (probably to assist with locating the brackets) and had good solid penetration of at least 1/4" in all directions. It was good work.
P.S. I'll also post this to TBN for visibility...
The configuration is 1" x 2" flat bar stock running horizontal with the 2" side facing the brackets. The brackets are also 1" wide and mounted perpendicular to the cross bars so that the 1" wide face is against the 2" face. I have a 200A stick welder and a selection of 3/32" and 1/8" rods mostly of the 6013 and 7018 variety plus a few others. I feel better with the 6013 but I think the results of the 7018 are actually better.
Based on some videos I've watched on the subject I think I should grind in a bevel on the brackets and lay down a root pass with 3/32" 6013, clean it up, and then blend in filler passes with 1/8" 7018 until the weld fillet is about 3/16" thick which would be about 3/8" wide.
Does this sound like the right approach? If so, what angle/size starting bevel should I grind? If it's not right, what do you recommend?
As I stated before, this will not be be used in any overhead position or the rated load (6000 lbs) of the machine. I plan to use it to mount a jib to place 250# wood trusses. All my actions and the responsibility for them are my own. That said, I want to do this right and make sure the welds are good enough that they could hold the 6000 rated load anyway.
If it matters, when grinding out the factory welds I learned that they cut a small slot in the cross bars and matching tab on the brackets (probably to assist with locating the brackets) and had good solid penetration of at least 1/4" in all directions. It was good work.
P.S. I'll also post this to TBN for visibility...