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Pier

Wall with openings

Girder

Deep Transversal Beam

Dapped end with opening

Seismic

Slender circular column

Baseplate connection without anchors

Pier cap

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