Girder Lateral Buckling

A solid cross section 20cm wide, 100cm high is examined with a span width of 20m and simple torsional restraint. A small torsional loading at midspan serves as initial imperfection.You will find the input data file viaTEDDY > help > examples... > ase > english > ase11_girder_overturning.datThis example is documented in detail at the ASE manual - chapter 5.11Level of difficulty: beginners

Type Example from Practice
Productgroup Structural / Dynamics / FEA
Topics System + Loads
CADINP Input
Analysis: linear
Analysis: nonlinear
Applications Building Design
Steel Design
Keywords lateral buckling, SOFiSTiK example