Warehouse Truss Roof — Warren Truss 24m, 7 Panels

24m span Primary dimension

7 panels Section

S355 Steel grade

H. Müller Designer

Hamburg, DE Location

Warren truss roof spanning 24m at 6m centers. CHS 114×6 top and bottom chords, CHS 76×5 diagonals, 7 panels. Pin connections at all nodes using gusset plates. EN 1993-1-1 §6.2.4 compression + §6.2.3 tension check on every member. Chord ratio 79.4% critical.

Project highlights

24m span Warren truss, 7 panels
CHS 114×6 chords, CHS 76×5 diagonals
Gusset plate pin connections
EN 1993-1-1 §6.2.3/§6.2.4 per member

Eurocode design summary

EN 1993-1-1 §6.2.4 — CompressionTop chord N_Ed/N_c,Rd = 79.4%

EN 1993-1-1 §6.2.3 — TensionBottom chord N_Ed/N_t,Rd = 72.1%

EN 1993-1-1 §6.3.3 — LTBChord LTB — λ_rel = 0.38 (Class 1)

EN 1993-1-8 — Node connectionsGusset plate + fillet weld, θ = 45°

4 downloadable artefacts

DSTV NC1 — CNC data 7th edition ASCII

Download

DXF — Truss elevation + plan AutoCAD R12

Download

IFC — BIM model IFC 4 × 3 (truss)

Download

PDF — Member check summary EN 1993-1-1 §6.2

Download

Calculation overview

Max compression ratio 79.4%

Max tension ratio 72.1%

Chord axial force ±420 kN

Panel width 3.43 m

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