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i have just aquired a 7000 lbs. 2 post lift. i want to install it in my shop and am wondering if anyboby can tell me if the 4" slab is strong enough to mount it on. ive been told both ways and was hopeing someone else has had any experience with this? thanks
I previously owned a 9,000# FORWARD MANUFACTURING two post commercial grade lift (12ft columns, clear floor asymetric, tested to 27,000#). The manufacturer and installer said 4" of fully cured 3,000psi concrete was fine for that lift.
Obviously, thicker concrete couldn't hurt, other than your wallet. The option would be to dig steel reinforced footers 24x24x24" beneath the columns. Do you know the manufacturer of the lift?
If it is a two post lift and the two posts are connected at the top so that the side force is countered, 4" of concrete should be fine. I had a two post on 4"s of concrete and regularly hoisted a diesel Suburban(7200 lbs.) up on it with no problems.
If it is a two post lift and the two posts are connected at the top so that the side force is countered, 4" of concrete should be fine. I had a two post on 4"s of concrete and regularly hoisted a diesel Suburban(7200 lbs.) up on it with no problems.
I run a 10K Bend Pak on 4" of 3,000 and sometimes I'm lifting my 1 ton xtra cab diesel. If you have 4" on concrete your fine.
Do you have a set of the original house plans from the original owner? You might try to check with the building inspector of the city/county if the house is relatively "new" and built to code.
If in doubt and planning for a two post lift, then you could saw cut out 2x2' for the mounting pads and dig down 2' to pour steel reinforced footers.
If you're planning for a four post lift, there hopefully won't be an issue since a four post doesn't have to be secured to concrete...again, if in doubt...
how do you know how much psi your concrete is?
I bought my home used.
Unless the concrete is very new it has cured to well beyond the 3000# mark by now. Concrete never quits curing and the 3000# is typically the test mark for the 28 day break. The amount of potash in the mix (among other factors) can advance or delay the break # readings to a point, but after let's say a year it's a mute point.
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