All simulation examples
Illustrative study — supplied sample content. The scenario, simulation visuals and numerical results below are examples supplied for this website. They are not independently verified IMBEST project results, client endorsements or performance guarantees. Method, feasibility and delivery scope must be confirmed for each enquiry.
Structural FEA of Equipment Support Steelwork
Verifying a new transformer support structure against combined wind and seismic load combinations for code approval.
01 — ChallengeStructural verification required for code approval
A power plant client needed structural verification of a new transformer support steel structure under combined dead, live, wind, and seismic loading per the governing local building code, ahead of third-party certification.
02 — ApproachFull-frame FEA with connection-level checks
Linear static and response spectrum analysis of the full steel frame was carried out, including base plate and anchor bolt connection checks against the governing load combinations.
03 — Simulation ResultMember utilization, governing seismic case
Member utilization, governing seismic caseFig. 1 of 1
04 — Quantified ResultsBefore / After
| Parameter | Baseline | Result | |
|---|---|---|---|
| Max member utilization (seismic case) | over-slender brace found | → | 0.87 (limit 1.00) |
| Base plate anchor bolt tension | baseline design | → | −26% after bolt pattern change |
| First natural frequency | unverified | → | 8.2 Hz (clear of equipment band) |
05 — Business Impact
Structural design approved by the third-party certifying authority on first review, avoiding schedule delay.