A rare capability: the standing, deformed tower is scanned and rebuilt in the structural model as it actually is. Consteel, PLS-Tower and research-grade joint and stability modelling — grounded in field conditions and delivered directly by the engineer who signs the report. Because a tower is a tower on any continent, that judgment holds up wherever the line stands.
LiDAR → structural model
Point-cloud based digital twin of the as-found tower: capacity checked on measured geometry, not on the drawing.
Worldwide applicable
Lattice steel and mechanics are the same physics everywhere — only the code annexes change.
Most of our work arrives as a second opinion on a structure someone else already looked at. What changes the outcome is method, depth and the willingness to go out and measure the steel.
A capability that is still rare worldwide: the standing, deformed tower is captured by terrestrial and drone LiDAR, and that as-found geometry — bowed members, out-of-plumb legs, moved joints — is rebuilt as a Consteel / FE digital twin. Capacity and stability are verified on the real shape, with imperfections measured instead of assumed.
Lattice steel and structural mechanics do not change with the country. Wind, ice, geometry and joint behaviour follow the same physics on any continent — so the experience and judgment built on European corridors holds up wherever the line stands. Only the code annexes and client specifications change, and those are part of the scope.
Every model, report and site visit is handled by the engineer who signs it. No account manager translating your problem, no junior redoing it after handover. Questions get technical answers the same day.
Non-linear stability, second-order effects, joint behaviour and fatigue are modelled — not assumed away with conservative shortcuts. Consteel and PLS-Tower workflows backed by PhD-level structural theory.
Assessment is grounded in what the structure actually looks like: corrosion, deformation, bolt condition, foundation interface. Off-road and drone-supported access from sea level to mountain corridors.
Reports written to be defended — in front of a TSO's technical committee, an insurer, or a court. Traceable assumptions, referenced standards (EN 1993, EN 50341), reproducible models. ISO 9001:2015 certified.
Eurocode-native engineering with EU-wide applicability, working in English, Romanian and Hungarian. National annexes and client-specific technical specifications handled as part of the scope.
A focused practice with no internal queue. Urgent damage assessments, second opinions and pre-tender feasibility checks can start within days, not after a procurement cycle.
Who does the work
Rotating team, senior review at the end
The signing engineer, start to finish
Analysis depth
Standard checks, conservative assumptions
Non-linear modelling where behaviour demands it
Site knowledge
Photos from a third party
Own inspection, own drone, own terrain access
Turnaround
Bound to internal queues
Days for focused scopes
Communication
Through project management layers
Direct, technical, one contact
Assess
Site verification, defect mapping, load history and a clear statement of what is actually wrong.
Engineer
Consteel and PLS-Tower modelling of the real structure, including joints, stability and load cases that matter.
Deliver
Documentation that a TSO, insurer or authority can act on — with a strengthening or replacement path.
