
Structural FEA of a Stack Parking Structure with Pallet Assembly
Static FEA of a stack parking structure under wheel loads. It found overstressed vertical members and checked the changes that brought the design within limits.

Project brief
A maker of stack parking systems asked Shirsh Technosolutions to check its structure together with the pallet assembly that carries the parked car. A stack parker holds cars one above the other, so a weak member is a safety concern before it is a warranty one.
The client wanted to know whether the structure would carry vehicle loads within its stress and deflection limits, and where to strengthen it if not. We analysed the complete assembly in ANSYS Mechanical.
What was at risk
The load enters through four wheels standing on the pallet, and the front and rear wheels do not carry the same share. These concentrated loads pass from the pallet into the frame, down the vertical members and into the base bolts.
The model had to follow that load path faithfully, with the bolted base held in a realistic way, so that stress and deflection could be judged against the IS code limits the client was designing to.
Solution offered
We simplified the geometry to the members that actually carry load and assigned the material properties. Wheel loads were applied as concentrated loads at the wheel positions, with separate values for the front and rear axles. The structure was fixed at its bolting positions.
The first analysis showed the vertical members as the weak point, with stress above the allowable. We modified those members where needed and ran the analysis again, repeating until the stress was below the allowable and the deflection was within its limit.
Common questions
Why apply wheel loads as point loads instead of spreading the car's weight? The pallet feels the car through four tyre contact patches, and the front and rear axles carry different shares. Point loads at those positions bend the pallet and frame the way a parked car does, while a uniform pressure would understate local bending.
Why fix the model at the bolt positions? It sends the load into the foundation along the right path. A fixed support is a little stiffer than a real bolted base, so stresses right next to the supports are read with that in mind.
Challenges we overcame
Unequal front and rear wheel loads acting as concentrated loads
Following the load path from pallet to frame to base bolts
Holding the bolted base as fixed supports while keeping the solution stable
Telling real stress concentrations from local effects in post-processing
Finding the weak members and checking each design change
How we executed
- 1
Simplified the geometry to the load-carrying members
- 2
Defined and assigned the material properties
- 3
Applied front and rear wheel loads as concentrated loads at the wheel positions
- 4
Fixed the structure at its bolting positions
- 5
Solved and checked stress and deflection against the allowable limits
- 6
Modified the overstressed vertical members
- 7
Re-ran the analysis until stress and deflection were within limits
Project outcome
The first analysis showed the vertical members overstressed under vehicle load.
Changes to those members brought the peak stress below the allowable limit.
After the changes the structure met the required safety factor against the IS code limits.
Deflection was brought within its allowable limit.
The client had a checked design to build instead of finding the weakness in service.
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