Truss seat on an HEB 600 column with CHS braces
A truss chord is seated on an HEB 600 column while CHS 219.1 braces join the same node. Plates 15–30 mm and bolts from M16 to M30; the bolts govern at 83 % of capacity.
Connection library · Truss and lattice nodes · industrial hall
← All connections
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
- HEB 600 (S275), CHS 219.1×5.0 (S235)
- Plates
- 15–30 mm thick
- Bolts
- M16, M20, M24, M30
- Welds
- fillet, throat 5.7–10 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.
More truss and lattice nodes
Truss and lattice nodesLattice node: CHS 219.1 braces on an HEB 600 chord
AISC 360-16 · Welds 77 % of capacity
Column basesGirder bearing on concrete: welded I 1200 on an anchored base
AISC 360-16 · Welds 77 % of capacity
Column basesRHS 100×50 post anchored to the side of a concrete wall
AISC 360-16 · Anchors 37 % of capacity
Beam-to-column and knee jointsHEB 400 beams over an HEB 600 column with a CHS brace
AISC 360-16 · Bolts 92 % of capacityNeed a connection like this designed?
Send the member sizes and forces, or the analysis model. You get the checked connection with its report and detail sketches.
info@structomat.com You get a written scope and price before any work starts.