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Bridge Cross-Girder Connection Detail
Bridges / Connections  /  HEB 600  /  S460M

Bridge Cross-Girder Connection Detail

10 bolts Primary dimension
HEB 600 Section
S460M Steel grade
F. Roulet Designer
Lyon, FR Location
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Cross-girder to main girder bolted connection detail for a road bridge. HEB 600 cross-girders welded to 50mm thick sole plate on main IPE 800. 10×M36 10.9 preloaded bolts in shear, EN 1993-1-8 Category B preloaded connections. Execution class EXC 3.

Project highlights
Eurocode design summary
EN 1993-1-8 §6.3Bolt group design, Category B preload
EN 1993-1-1 §6.2HEB 600 cross-section, Class 1
EN 1993-1-8 §3.6Long joint reduction, α_L = 0.72
EN 1090-2 — Execution classEXC 3, NDT 20% required
2 downloadable artefacts
DSTV NC1 — CNC data 7th edition ASCII
Download
DXF — Connection detail AutoCAD R12 — connection detail
Download
Calculation overview
Max utilization 69.7%
Bolt preload 360 kN per M36 10.9
Shear per bolt F_v,Ed = 198 kN
Sole plate thickness 50 mm (S460M)
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