
Originally Posted by
fdcmiami
i hear you but i don't think it will be necessary; that piece appears longer than it is; 23.5 inches. i can see where you might think that however if you picked up a piece of half inch thick by six inch wide by 24 inches long piece of steel flat bar you might have a different perspective. you did give me an idea when i went back and looked at it. i have a low profile machinists vice that is sitting on a shelf. i am going to put a matching bolt patttern in the flatbar so that i can put the milwaukee mag drill up there (74 lbs) and use it to drill when there's nothing else nearby to attach to.
With a 200 lb load on a 6x0.5 inch plate set up shown above would be about 0.35 inches. If two - two inch strips by one half of an inch were welded on the top of the beam, a 200 lb load would deflect the plate about 0.015 inch. This would be linear until the material reaches the yield point.
If the plate is A36 steel, the plate will start to plastically deform (bend) with a load of 428.5 lbs, providing a deflection of about 0.73 inches.
With stiffeners and assuming A36 steel, the plate would plastically deform at a load of 1850 lbs with a deflect about 0.15 inches. This would be a much more robust design, but if the load will not exceed 425 lbs the design looks to be sufficient for most vices, just not a good back up if hitting something with a sledge hammer.
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