›› Civil Structures › Steel Structures › Steel Beam Design against Buckling
Design of Steel Beam - Lateral Torsional Buckling & Local Buckling |
|
Advertisements |
Design of Steel Beam:The development of a plastic stress distribution over the cross-section can be hindered by two different length effects: Lateral Torsional Buckling
|
As result they are weak in resistance to TORSION and BENDING about the Minor axis If bending about Y-axis is not prevented by bracing, the beam will undergo Lateral-Torsional-Buckling before the bending moment capacity of the beam is achieved. Lateral |