TriDyme assesses the structure, compares solutions, produces fabrication drawings, then supplies and installs the reinforcements. Works are carried out in France by our teams.


New antennas exceed the known capacity of the tower.
A change on site means the structure must be checked again.
The archives are not enough to reach a conclusion.
Add equipment, change the wind zone, then reinforce the lower sections.
The tower accepts this configuration: 62% in the most loaded section (T1).
Illustrative values to explain the principle: this is not an EN 1993-3-1 calculation note.
Documents, surveys and site photos.
Structural model of the asset and its equipment.
EN 1993-3-1 check with the validated engine.
Comparison of options to reinforce rather than replace.
Reinforcement drawings ready for fabrication, with standardised kits where site geometry permits.
Works carried out by our teams, in France.
Assumptions, loads and results, signed by an engineer.
Tower, equipment and ground area, exportable to IFC.
Section and elevation drawings, reinforcement fabrication drawings.
Company-reported figures.
A baseline defined together, engineering deliverables, a schedule and a decision gate.
The documents available for the site (calculation notes, as-built files, drawings) and the installed equipment. If data is missing, a technical visit collects it.
Yes. Our teams supply and install the reinforcements, in France.
Lattice towers, monopoles and rooftop supports.
Assumptions are written into the calculation note and every data point stays linked to its source. An engineer approves the input data before the calculation.
Tell us about the situation: an engineer will get back to you.