Big Barn
Super Member
- Joined
- Aug 20, 2013
- Messages
- 6,874
- Location
- Victoria, B C
- Tractor
- More than 40 over the years. Ten at any one time. Mostly Ford and New Holland
Jesse... good thought. I was wondering the same... regardless whether they are studs or inserts. The inserts theoretically should be better as the bearing stress on the concrete will be less. The inserts require a 5/8in drill bit vs. 1/2in dia. for the anchor bolts. But I suppose I could weld the stand to a bigger steel plate and drill four holes in the larger footprint? The more I think about it the more I like that idea.I will say this, I've put very tight bends on 1/2 in steel rod, at the very end of the rod, I weigh 220 and am 5 10, pretty stout for my age still and I put a lot of effort sometimes getting a bend. They better be strong inserts able to handle a lot .
Jesse... good thought. I was wondering the same... regardless whether they are studs or inserts. The inserts theoretically should be better as the bearing stress on the concrete will be less. The inserts require a 5/8in drill bit vs. 1/2in dia. for the anchor bolts. But I suppose I could weld the stand to a bigger steel plate and drill four holes in the larger footprint?
Thank you BB for posting that pic! That is exactly the situation I was thinking with it being on an outside corner and I have a cabinet on rollers that I could move if necessary.:drink:I mounted mine on an "outside" corner of my office in my shop. It is secured to the floor with 5/8" concrete anchors. The stomp shear can be moved out of the way with a pallet jack when I am bending longer pieces. View attachment 388127 Terry
You may be right... and since I didn't have a convenient piece of 3/16in plate that is bigger than the stand itself, I went ahead and hammer drilled and banged in the RedHead 1/2in inserts. These worked great. You do need the corresponding set punch to properly seat them and I am happy with the result. Thanks everyone!if your really that worried about stress put in a bigger floor plate with more bolts but im guessing your really overthinking this the inserts go into the concrete and to move them you will have to twist/break the concrete I don't care how fat you are that's gonna be hard to do ;-)
I bent a lot of 1" EMT and discovered I sometimes needed to reposition the work
and block my base up due to the length and location of the bends.