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Thin-walled steel members

Class 4 cross-sections: slender member plates in Member application

Code-check of anchors according to Canadian standards

Detailing of bolts and welds (AISC)

Steel connection material model

Code-check of anchors (AISC)

Code-check of welds (AISC)

How to put rotational stiffness into your FEA model

Torsion moments and warping

Update of the connection projects after a change in the FEA model

Strength analysis of steel joints

Plate model and mesh convergence

Internal forces in the steel connections

Steel joints of hollow section cross-section members

Fire design

Node equilibrium in the 3D FEM model