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Crane Runway Beam — Web Stiffeners + Monorail
Industrial / Crane  /  HEA 500  /  S355

Crane Runway Beam — Web Stiffeners + Monorail

15m span Primary dimension
HEA 500 Section
S355 Steel grade
K. Vrancken Designer
Hasselt, BE Location
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Ergonomic overhead crane runway beam, HEA 500 with welded web stiffeners at 600mm intervals. Monorail hoist capacity 10t, repeated fatigue loading. EN 1993-1-1 Class 1 plastic, EN 1993-1-9 fatigue assessment for FAT 80 category. Wheel patch loads from GB1b crane group.

Project highlights
Eurocode design summary
EN 1993-1-1 — Class 1HEA 500 plastic, γM0=1.0
EN 1993-1-9 §6Fatigue FAT 80, Δσ = 85 N/mm²
EN 1993-1-1 §6.3Web stiffener buckling, curve c
Crane wheel loadsF_max = 125 kN (GB1b)
2 downloadable artefacts
DSTV NC1 — CNC data 7th edition ASCII
Download
DXF — Section + elevation AutoCAD R12 — cross-section + elevation
Download
Calculation overview
Max utilization 76.3%
Stiffener spacing 600 mm
Flange thickness 20 mm
Wheel patch load 125 kN / 80mm × 200mm
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