Does your hoist come with footing details??
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Does your hoist come with footing details??
Do should I take your advice to not take your advice?
The reinforcing plate is an option I had considered , although it would raise the minimum pickup height of a hoist which would be fine for LRs but make it a a bigger PITA for lifting low race cars.
I don't have a hoist yet. Just working through preparations.
But good point that a suitable hoist may come with details of specific requirements. Thanks.
Hahaha just having a bit of a crack.
The main concern is how strong the ground is under the slab,it could be hollow from erosion and the ground settling.
If it was me I would dig down and make pads for the hoist to sit on just to be safe. Really there's isn't a great deal of weight it's just the small area it's on.
You really need to get the drill out and suss it out.
If you go down the engineering path they will most likely want a soil report then they can determine what alterations are needed if any. Might be worth a phone call they could say a 100mm reinforced slab will be able to take the pressure on such a small area.
There's should be some specifications with the hoist when you get it, but I doubt it will have recommended footings depth because it all depends on the dirt.
But being a builder I would just do it myself and overkill it.
Hope to see some photos when you get it happening!
Cheers Jim
Don't forget you've got a lovely big shed around the hoist, you could anchor the tops of the posts to the shed legs.
A hoist would be mainly used for work on our race cars, doing anything from wheels/servicing to engine/gearbox/diff/suspension swaps, and then also some basic stuff like wheels and brakes on the D4. I'm getting too old to do this stuff crawling around/under cars on stands :-)
My (limited!) experience is that a 2-post gives easier access than a 4-post.
Also FWIW, I only have about 3.4m clearance.
If it's only a 2 poster make your pads 1x1x1m then. The main concern is stability and anchoring it to the ground.
Use high tensile all thread in your pads as the anchor points maybe. This should be in the specs for it.
Props to bee I'd definitely tie it in to the shed if you can. I don't have a lot of trust in 2 posts but it all depends on the anchor points you have.
Cheers Jim
See if the council has the engineering papers for the shed. It should be specified shouldn't it.
Id be thinking a plate under the posts, twice or three times the post size to spread the weight rather than the risk of pushing through an unknown slab thickness.
Also i would use 15mm stainless allthread and chemset them into the slab.
I would not use dynabolts and they can vibrate loose.
I regularly hang 1200 x 1800 sheets of glass vertically on 2 mounting points with ss allthread and chemset - imagine not only the weight but the wind loads.[emoji3]