Thinking something like this.
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attachment=6617]
The drawers can go in the sides, the bottom rails can be used as a support for a 'shelf'
It will be a lot stronger and stiffer than having a centre support.
That's my thinking done for the day
DaveH
PS. The colour looks good
(09-23-2013, 11:50 AM)stevec Wrote: [ -> ]Ed, I don't think the "doubling" of the front rails nor the 45° bracing are at all necessary.
But then I don't know the Tonnage of capacity required..
...
Steve,
I'm thinking the same. After all we're talking about only a couple of hundred pounds of load distributed over the frame.
Ed
(09-23-2013, 01:24 PM)DaveH Wrote: [ -> ]Thinking something like this.
The drawers can go in the sides, the bottom rails can be used as a support for a 'shelf'
It will be a lot stronger and stiffer than having a centre support.
That's my thinking done for the day
DaveH
PS. The colour looks good
Dave,
You may be right but is that necessary for the weight this bench is going to see? I don't mind over engineering to an extend for safety but when does it become overkill?
I certainly don't want to discourage discussion about this. One can't have too much information when making a decision.
Ed
Ed, it was really an alternative suggestion to using those mid vertical pieces and doubling up on the bottom rail.
Also if it was a stationary bench then I wouldn't bother with the 45deg bracing.
I'll take a photo of my heavy duty bench just to show I do practice what I preach
DaveH
(09-23-2013, 05:23 PM)EdK Wrote: [ -> ]One can't have too much information when making a decision.
Ed
Actually Ed, one can have too much information. Dave's table serves his purpose mine serves mine. I can't imagine ever putting a weight load on it that would cause it to fail but I'm sure there exists a load that'll test it.
In the end, you'll decide and it'll work for you.
They are just choices (not decisions) and it is always nice to have a choice
DaveH
All good points. Thanks guys.
Ed
Ed will you be able to lift anything that high that would ever tax the structure?
Here's my heavy duty table. Has a 3 ton arbor press sitting on it at the moment.
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attachment=6618]
It is not just the static load -what happens when it is moved about.
DaveH
(09-23-2013, 07:22 PM)f350ca Wrote: [ -> ]Ed will you be able to lift anything that high that would ever tax the structure?
Hell no!
If I ever need to weld something that heavy I'll set it on the garage floor to weld.
Ed