Torsional buckling and torsional flexural buckling for columns- Elastic lateral-torsional buckling for beams, with effect of load case and moment distribution, load application height and mono-symmetry of cross-section.- Behaviour of steel at elevated temperature in fire, fire conditions and fire design.
Torsional effects for members and cross-sections. Effect of stiffeners on plate buckling behaviour, effect of elastic restraints, and buckling for concentrated loads on plate edge. Further topics are design for fire resistance of steel structures and design for fatigue loads.Steel Structures 2 has these learning objectives: Knowledge about:- Calculation of capacity and load resisting mechanisms for cross-sections and structural elements.- The theory for elastic plate bending and plate buckling, for in-plane axial force and shear force. The course presents the theory for elastic bending of plane plates and for plate buckling, capacity models for plates and plated components, lateral torsional buckling of beams and design of bracing systems. Steel Structures 2 continues steel design topics dealt with in Steel Structures 1, covering more advanced structural elements and applications, and aiming for a wider field of application.
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