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Fire resistance

Composite beams - comparison with midas Civil

Pinned hanger

Moment connection with diagonal stiffeners

Vertical beam with horizontal bracing

Prestressed cross joint

Pretensioned saddle beam

3D truss connection made of HSS profiles

Beam with shifted end plate

Double plate bracing

Tube with connecting plates

Main assumptions and limitations for CSFM

Presentation of results

Solution method and load-control algorithm

Meshing

Finite element types

Geometric modification of cross-sections

Supports and load transmitting components

Load transfer at trimmed ends of beams

Asymmetrical gusset plate