ntsqd said:
Steel is best used in tension, not compression. To get good compressive strength the shape of the column needs careful consideration. All that matters in tension is how much cross sectional area there is. If a column will stand the load in a compressive direction it will more than stand the load in a tensile direction.
Thanks for the info. You are apparently much more of a mechanical engineer than I am (I barely survived statics and dynamics 8 years ago, and have, fortunately, never had occasion to revisit those texts). I have to ask, though: isn't the potential load in the pulling scenario much greater than the potential load in the jacking scenario? Did you take that into account?
My instinct still tells me that it would be pretty easy to twist or bend the beam if the spade happened to dig in at an angle (other than perpendicular to the beam), like if it hit a rock, a hard spot in the ground, or if the vehicle happened to move sideways during the pull. I know from experience (read: misuse of a hilift jack) that it's not hard to bend a beam.
Should you damage it enough, then, like cruiseroutfit mentioned, you no longer have an anchor OR a jack.
Of course, if you travel with someone in a similarly-equipped vehicle, you have redundancy....
ntsqd said:
Having owned, and given away, two pull-pals I see great advantage in using something already existing in/on the vehicle for a similar device's main beam. Has the potential to save a huge amount of weight
I certainly agree with the weight savings aspect. If you combine this device with one of those shovel/ax kits that use the hilift handle, then you could compound the savings.
Heck, maybe the spade on the pull-pall imitator could be designed to act as a shovel and hoe, as well. (I apologize if that was mentioned in the other thread, my work connection is rather slow right now, and it was taking too long to open, so I gave up.)