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Structural analysis / Verification

Coolant Stand Load Verification

A welded steel stand had to be shown to hold 10,000 lbf before it went out on the floor. The analysis returned a minimum factor of safety of 0.507, and the work was deciding whether to believe it.

Shaded CAD view of the welded steel stand: a square top plate carried on four legs braced by cut-out side panels.
The stand as modelled.

Verifying someone else's design

A welded steel stand, designed by a colleague to carry coolant tanks, had to be shown to hold 10,000 lbf before it went out on the floor. I was asked to run the analysis, and it was the first one I had done myself.

The study was a linear static case in SolidWorks: the load applied vertically across the top plate, bonded contacts and rigid connectors standing in for the welds and bolts, and a curvature-based mesh of roughly a million nodes.

Load case
10,000 lbf vertical, applied across the top plate
Method
Linear static, bonded contacts and rigid connectors
Result
About 4 mm deflection, primary structure well under 100 MPa
Outcome
Submitted to EHS for on-floor approval and passed

01 / The number that did not fit

A minimum factor of safety of 0.507

The factor-of-safety plot came back blue across the whole visible structure, meaning everything shown sat above 1.5. The results table reported a minimum of 0.507.

Both cannot describe a part that is fine, so the question was which one to believe. The minimum sat on a single node on an anti-crush sleeve, a spacer whose job is to take bolt preload so the joint is not crushed, rather than a member carrying load. It also sat at a bonded contact on a constrained cylindrical feature, which is a known place for a model to invent stress the real part never sees.

Factor-of-safety plot of the stand under load, rendered blue across the whole structure against a legend reading red below 1.5, blue above.
Factor of safety across the structure. The 0.507 minimum is a single node, not visible at this scale.

02 / Result

The number described the model, not the stand

The structure itself carried the load with a factor of safety above ten, and most of it sat under 100 MPa, comfortably below the yield strength of the steels involved. The analysis went to EHS for on-floor approval and passed.

A solver returns a number whether or not that number means anything. Working out which ones described the part and which described the way I had set it up was the actual task.

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