2 post lifts under 12 000 lb.
Two post lift concrete.
However if you have further questions about.
Thickness 3 000 psi.
As everyone knows the 2 post car lift is one of the most useful items that you can have in your repair shop or if you are a diy er in your home garage.
The bolts provided with our above ground lifts will do their job if your concrete has not been compromised.
This is a video showing how to reinforce concrete below a 7000 lb car lift.
Four 4 inches of concrete at 3000 psi 12 000 pound two post lifts and higher capacity.
What are the concrete floor requirements of my lift.
If you re looking to use a two post lift that can lift 12 000lbs or more thicker concrete will be needed.
We added two.
Always refer to your two post car lifts manufacturers manual to ensure you have the correct concrete thickness for your car lift before installation.
Baseplate two post lift design because the overhead bar between the vertical columns provides support to the top of both columns when the car is being raised or lowered.
Capacity asymmetric clearfloor.
The bottom line is that a 10 000 lb.
Capacity overhead 2 post auto lift offers better stability than a 10 000 lbs.
Thickness 3 000 psi.
The bottom line is this.
All bendpak lifts must be installed on concrete only.
Capacity floorplate chain over.
Capacity floorplate direct drive.
The bolts are what hold the lift to the concrete.
Minimal concrete depth required for a two post above ground lift is four inches.
Six 6 inches of concrete at 3000 psi is required.
The existing slab was 2500 psi concrete 4 5 thick with no rebar.
March 25 2019 at 10 27 am what we recommend is a cured 4 by 4 concrete pad with at least 2500psi and rebar installed into the new pour and into the sides of the existing concrete slab.
Do not install any bendpak lift on any surface other than concrete conforming to the minimum compressive strength aging reinforcement and thickness stated in the table above.
Most of our above ground lifts 2 post require 4 inch deep cement with 3000 psi integrity.
Spanning expansion seams or positioning posts on separate slabs is not acceptable.