SelliumEVENT STRUCTURES
EN 17879
N 39.60° · W 8.41°  ·  SHT T-05  ·  TEMPORARY EVENT STRUCTURES  ·  EN 17879 · EN 13782 · EN 1991-1-4

The structural dossier for your event, in minutes.

Design wind, ballast or anchoring plan, ground bearing and a staged wind management plan (HOLD / STRIP / DROP) for stages, PA towers, LED walls and hospitality structures — with a traceable PDF report.

SHT 01 · STRUCTURE & SITEFIG. 01
1.0 = solid surface · lattice ≈ 0.2–0.35
Line arrays, flown LED, lighting — not counted as stabilising
Reduction only with anemometer monitoring at height + evacuation plan — IStructE TDS / EN 13782
SHT 02 · SUPPORTS · ANCHORAGE · GROUNDFIG. 02
Per support — e.g. 400×400 = 0.16 m²
Indicative results. Pre-design tool with documented simplifications. It does not replace verification by a qualified engineer, a certified calculation report, or the independent erection check required before opening to the public.
SHT 03 · RESULTSSCALE 1:1
Fill in the data and calculate to see the design wind, anchorage plan, ground bearing and the staged wind management plan.