2fpower
SILVER Star
Question for all you structural steel folks including @miser
I am brainstorming the sleeve section frame I need to manufacture. Would it be acceptable to use
A-36 Steel Channel 5 x 9.0 lb (5" X 1.885 X .325) Or .190 ? for one side of my clamshell U/C frame sections? That way I just have to have someone bend up some .250 or somewhat smaller (3/16) C to fit on the outside of the steel channel?
That should get me really close to the OD of 5.5"
Thoughts?
I am brainstorming the sleeve section frame I need to manufacture. Would it be acceptable to use
A-36 Steel Channel 5 x 9.0 lb (5" X 1.885 X .325) Or .190 ? for one side of my clamshell U/C frame sections? That way I just have to have someone bend up some .250 or somewhat smaller (3/16) C to fit on the outside of the steel channel?
That should get me really close to the OD of 5.5"
Thoughts?