I'm designing a simple shop clamp jig with 2x3 1/8 wall alum rec hollow tube which spans a 4ft span, evenly loaded. What steel profile would give comparable deflection #'s. (steel's really cheap these days)
Jim
Viewed as a system, you are correct.
However as independent small artisan types we don't have ready access to finite systems or other complex/expensive modeling products. The price point of this work doesn't allow for that kind of consulting for each board, so we come up with trends which are...
I'm trying to find a formula to determine max deflection @ center of a simply supported beam, rectangular section, with 2 point loads located at non-center location.
Jim