Browser-Based FEA: Weight-Optimizing Real Structures
Run linear-static and modal FEA in Onshape to drive material removal with evidence, applying loads, fixtures, and safety factors to FRC structural parts.
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Guessing where to remove material wastes weight or breaks parts. Onshape Simulation brings cloud-native FEA into the same browser tab, so advanced teams optimize with evidence.
What it does. Onshape Simulation currently runs structural linear-static and modal analyses (it does not support fluid or thermal). Linear static returns stress, strain, and displacement — answering 'will this part survive this load and how much does it deflect'. Modal returns natural frequencies and mode shapes — useful for long arms and elevators that can resonate under driving vibration.
Workflow on a structural plate.
- Analyze the solid first. Run FEA on the finished solid before lightening, so you know the baseline.
- Apply fixtures. Constrain the bolt holes that actually mount the part — over-constraining the FEA model gives falsely stiff results, the same anti-pattern as over-mating an assembly.
- Apply realistic loads. Estimate the worst-case force: a gear reaction, an impact during a collision, or the weight of an arm at full extension times a dynamic factor. Apply a safety factor appropriate to impact-loaded structure.
- Read the results. Stress contours show hot spots; displacement shows where it flexes. This tells you where it is safe to remove material, what thickness suffices, and which areas need reinforcement.
- Lighten and re-run. Pocket the cool regions with Part Lighten, leave material in the hot load paths, and re-run. Iterate until the lightest design still sits comfortably below yield.
Worked example — an arm side plate. Baseline 0.190 in plate, fixed at four mounting bolts, loaded with the arm's tip force at full extension. The first run typically shows stress concentrated in a narrow band between the pivot bore and the gearbox bolts — that is the load path. Lighten everywhere except that band; widen the rib if the hot-spot stress is near yield. The result removes mass while keeping peak stress within the safety factor.
Caveats. Linear static assumes small deflections and linear material; it is excellent for screening and comparative design but is not a substitute for physical testing of safety-critical or highly nonlinear parts. Use it to rank designs and guide pocketing, then validate the real part. Used this way, FEA turns the weight budget from guesswork into a measured tradeoff.
Key takeaways
- Onshape runs structural linear-static and modal FEA in-browser: stress/displacement for survival and deflection, modal for resonance (no fluid/thermal)
- Fix only real mount points, apply worst-case loads with a safety factor, and read the load path
- Lighten the cool regions, reinforce the hot load path, re-run, and validate critical parts physically — FEA screens, it doesn't replace testing
Go deeper
Lesson quiz
RequiredAnswer all 3 questions correctly to complete this lesson.
1.When running FEA on an FRC bracket, what happens to the computed peak stress at a perfectly sharp re-entrant (inside) corner as you refine the mesh?
2.What is the most effective design change to turn a non-converging singularity into a real, finite stress value you can trust?
3.In weight-optimizing a structure with FEA, where should material be removed first to add lightening pockets?
Answer every question to submit.