Bracing node at an HEA 240 column with an IPE 360 beam
Tubular braces and an IPE 360 beam meet at an HEA 240 column through cover plates and an end plate. M20 8.8 bolts.
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The 3D model is the connection as it was checked: members, plates, welds and bolts. Drag to rotate, scroll or pinch to zoom, tap a part type to hide it.
- Members
- IPE 360 (S275), HEA 240 (S275)
- Plates
- 10–15 mm thick
- Bolts
- M20 8.8
- Welds
- fillet, throat 4–8 mm
- Design code
- AISC 360-16
- Method
- Component-based finite element model (CBFEM)
How it was checked
Every plate, bolt and weld in one model
The joint is modelled with shell elements for the plates and member ends, and with nonlinear springs for bolts, welds and anchors (the component-based finite element method). The member forces are applied at the member ends and the model is loaded step by step to the full design load.
Plates pass when the plastic strain stays below the limit of the code; bolts, welds and anchors are checked against the component resistances of AISC 360-16. The bars above show each component’s utilisation for the governing load case.
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Bracing and gusset nodesTubular braces bolted to the web of a deep girder
AISC 360-16 · Welds 76 % of capacityNeed a connection like this designed?
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