liquidh8
Well-known member
These benches are so awesome, I may have to sell my Stanley Vidmars and make one!
Each box is 245 lbs with a 2633 lb capacity. Worst case is 2878 lbs per box. Two boxes add up to 5756 (almost 3 tons; a Suburban). Would anyone want a Suburban hanging six inches above your toes to be secured to the wall by 3 or 4 lag bolts? I'd be wanting jack stands.OK as a "rebel", Depending on the size, frequency, and location of the fasteners, I'm going to say the construction is OK.
Lets assume each loaded box is 1,000 pounds. Maximum distance from the wall is about 2 feet, so not a huge amount of torque. His height above floor isn't much.
The weight is spread across 10 feet, so that's about 300 pounds per foot of wall.
Each box is 245 lbs with a 2633 lb capacity. Worst case is 2878 lbs per box. Two boxes add up to 5756 (almost 3 tons; a Suburban). Would anyone want a Suburban hanging six inches above your toes to be secured to the wall by 3 or 4 lag bolts? I'd be wanting jack stands.
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Each box is 245 lbs with a 2633 lb capacity. Worst case is 2878 lbs per box. Two boxes add up to 5756 (almost 3 tons; a Suburban). Would anyone want a Suburban hanging six inches above your toes to be secured to the wall by 3 or 4 lag bolts? I'd be wanting jack stands.
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OK as a "rebel", Depending on the size, frequency, and location of the fasteners, I'm going to say the construction is OK.
Lets assume each loaded box is 1,000 pounds. Maximum distance from the wall is about 2 feet, so not a huge amount of torque. His height above floor isn't much.
The weight is spread across 10 feet, so that's about 300 pounds per foot of wall.
Is it worth it to be able to get unrestricted access? Probably not for me,but it was obviously important to the OP. Maybe the dog wants to lay under there?
This^^^^
Not this VVVVV
Except its THREE boxes, not two... 44 " boxes X 3; less than 12 ft. Maybe 8 studs to hold it off the ground... 3 X 2878 lbs = > 8,000 Lbs...
Do you really think a stud is going to hold 1000 Lbs cantilevered with a couple of lag bolts?
I had my workbench lagged into the wall (supported on the floor). I clamped something in my vise, and ripped the bench off the wall, by myself...
Get some legs under that setup...
From Vector Statics class: Drawing a free-body diagram and assuming that the center-of-gravity is 9 inches out from the back wall (half of the 18" depth), the 8634 lbs of cabinets create a 6476 ft-lb moment arm. This moment arm is counteracted by the lags to the wall. Assuming that the lag bolts are 2 feet up from the bottom of the box, all the lag bolts in unison are in 3238 ft-lbs of tension (6476 ft-lbs / 2 ft). This puts 324 lbs (3238 lbs / 10 bolts) of tension on each lag/stud combination. This is minimum. It would be more if a drawer is pulled out as the center-of-gravity goes away from the wall. Putting some human weight on the box/vise/drawer would worsen the situation as well.
To see how much 324 lbs of tension is, screw one of these lag bolts on a ceiling joist. Have two 162-pound men both hang on this lag bolt 24/7. Do you think this bolt/stud will eventually fail? I think so. Bottom line, please support it from the bottom.
Again, you are making some HUGE assumptions. We just do not have enough info. How do you know that he doesn't have continuous blocking in the wall behind the upper wall steel frame? For all we know he could have 24 1/2"x3" lags there.
And I would stand under a lag bolt with 300 pounds hung on it all day. That is nothing.

Maybe he thinks we are both full of **** and laughing his *** off reading all this!
The uprights and cross pieces in the legs are 2"x2"x.120" square tube
The horizontal toolbox supports and surface supports are 1.5"x1.5"x3/16" angle.
That is all it is made of.
I just finished my version with the Husky 46 incher. I know the quality of the Husky is not great compared with the HF, but they were cheaper and I had a lot of store credit at HD. I studied Stevo's design on and off for a couple weeks before I got the confidence to get this project started. This is my first "real" welding project and it was such a blast. Thanks Stevo!
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Here's a link to all my build photos
https://www.dropbox.com/sh/o4nrfclx44vzb0f/yaEmAVJX9E
Im building a cabinet similar to yours and am shopping for the angle steel (cross pieces). I was holding a piece of the 1.5" angle and noticed that it bowed quite a bit across its length when i held one end up (it was 20' long though). Do you think the 1.5" angle is strong enough to last a few decades without bowing in the middle of the tool box? I did notice they had some 2" angle for sale also....
I just finished my version with the Husky 46 incher. I know the quality of the Husky is not great compared with the HF, but they were cheaper and I had a lot of store credit at HD. I studied Steevo's design on and off for a couple weeks before I got the confidence to get this project started. This is my first "real" welding project and it was such a blast. Thanks Steevo!
![]()
Here's a link to all my build photos
https://www.dropbox.com/sh/o4nrfclx44vzb0f/yaEmAVJX9E
Hi Steevo, it looks like you allowed yourself a 1/4" wiggle room for the toolboxes on each side in your cabinet. After building the cabinets, do you feel like you needed the whole 1/4" or do you think you could have gotten away with a smaller tighter fit?
Slightly less "wiggle room" could be allowed.
If you had the boxes on hand, you could measure to much closer tolerance.
But, remember that your weld seams are about 1/8" on each end.
I used the 56" cabinets and I tried to cut it down to 3/16 on each side thinking that would be plenty but as Steevo mentions between the weld seam and some movement in the metal I had to shoe horn it into the frame. I built the next set of cabinets with 1/4" spacing after fighting trying to swing and drop it into the frames with a narrower gap. The gap is negligible and even with my OCD tendencies I think it is fine.
Ooooh... 56" boxes... id love to see pics of your cabinets!
Ooooh... 56" boxes... id love to see pics of your cabinets!
Won't it be too tall?
Another great Steve bench!
I like the wall mounted screens... I have always thought about doing that but I know all it would take is forgetting to cover it one time and sparks from the grinder pitting the screen or overspray hitting it. But being able to google web pages pages and diagrams would be awesome.
