We verify mechanical parts and assemblies with strength calculation (FEM) so designs are safe, stiff and buildable. Loads and constraints are defined from real duty; assumptions are stated and checked. For example, we confirm stress, deflection and stability before release. Therefore, failures and rework are avoided.

Strength calculation (FEM) — scope and methods
What we analyse
Plates, brackets, frames and skids (linear/static)
Welded details and bolted joints (local stress “hot spots”)
Shafts, hubs and interfaces (stress/deflection)
Platforms and walkways members/strings (serviceability)
Hoppers, chutes and lips (impact/wear zones)
Buckling, pre-load and contact where relevant
Methods & standards
Load cases/combinations to EN 1990/1991; steel checks to EN 1993
Connection principles per EN 1993-1-8; weld quality to ISO 5817
Linear static as default; in addition, non-linear contact or geometric non-linearity when needed
Mesh convergence checks; boundary conditions reflect actual supports
Hand calculations for sanity checks; results reported against acceptance criteria
Inputs we need
Duty (loads, cycles, temperature), interfaces and constraints, allowable deflections, as-built/site data, material specs, preferred safety factors and house standards.
Deliverables
Calculation notes or concise report (PDF): inputs, model assumptions, results and pass/fail
Result plots (stress/strain/deflection, factors of safety), critical sections and reactions
Design recommendations (thicknesses, stiffeners, weld sizes, bolt classes)
References to drawing/model items for unambiguous implementation. Therefore, vendors can fabricate with confidence.
Boundaries (so expectations match)
We do not provide civil/foundation certification, notified body sign-off or pressure-vessel code packages. However, we coordinate with your specialists and incorporate their constraints into the mechanical design.
Need strength calculation (FEM) for frames, platforms, hoppers or retrofits? Send your brief — we’ll confirm scope, dates and pricing promptly.




