Hi everyone - this is my first post (so go easy), and already I'm in awe at some of the projects I've browsed! Nice stuff. I'm fairly handy around wood and metal, not quite at the precision of some of the stuff I've seen here. I made a guitar once, that turned out ok. But I digress!
My garage is a victorian coach house, a bit wider than a standard single garage but nowhere near a double. Space is tight, especially if there's a car in there, so I'm taking to putting most things on wheeled stands if I can. It has a cobbled floor that was optimised for shifting horse excrement out of said building, so not level and also bumpy due to the cobbles. I am toying with the idea of levelling it, as I do work on cars in there, and also moving wheeled things around on the cobbles is not a lot of fun.
It's a nice building and I want to preserve the floor, so pouring anything is out of the question.
I currently have an excess of roofing battens and am thinking about laying them on their flattest side, with a 22mm chipboard on top, and I a noggin-type arrangement between them (apologies, if the continuous batten lengths were joists, perpendicular short lengths between them would be..?),
I also have an excess of roofing membrane which could prove handy under the battens.
Anyway, given that I plan to work on a 2 tonne car in there:
a) am I completely nuts and b) would 12 inch spacing between battens/noggins sound about right? Could I get away with simply fixing the chipboard to battens and not anchoring the battens to the floor?
I am mostly concerned about the load of ~500kgs on each axle stand if a car was up on stands in there. I have had a quick look at a spec for caberboard and can see it is very stiff (high Youngs' modulus) but have no idea what modulus of rupture is and how to figure out if it will take the load I describe..perhaps 18mm ply would be a better (but more expensive) option.
I could go for a herringbone type arrangement between the main "joists" I suppose..
There are other levelling threads in here (that's how I found the forum) but I haven't seen anything along these lines. So very much appreciate your thoughts.. thanks in advance!
My garage is a victorian coach house, a bit wider than a standard single garage but nowhere near a double. Space is tight, especially if there's a car in there, so I'm taking to putting most things on wheeled stands if I can. It has a cobbled floor that was optimised for shifting horse excrement out of said building, so not level and also bumpy due to the cobbles. I am toying with the idea of levelling it, as I do work on cars in there, and also moving wheeled things around on the cobbles is not a lot of fun.
It's a nice building and I want to preserve the floor, so pouring anything is out of the question.
I currently have an excess of roofing battens and am thinking about laying them on their flattest side, with a 22mm chipboard on top, and I a noggin-type arrangement between them (apologies, if the continuous batten lengths were joists, perpendicular short lengths between them would be..?),
I also have an excess of roofing membrane which could prove handy under the battens.
Anyway, given that I plan to work on a 2 tonne car in there:
a) am I completely nuts and b) would 12 inch spacing between battens/noggins sound about right? Could I get away with simply fixing the chipboard to battens and not anchoring the battens to the floor?
I am mostly concerned about the load of ~500kgs on each axle stand if a car was up on stands in there. I have had a quick look at a spec for caberboard and can see it is very stiff (high Youngs' modulus) but have no idea what modulus of rupture is and how to figure out if it will take the load I describe..perhaps 18mm ply would be a better (but more expensive) option.
I could go for a herringbone type arrangement between the main "joists" I suppose..
There are other levelling threads in here (that's how I found the forum) but I haven't seen anything along these lines. So very much appreciate your thoughts.. thanks in advance!