4 Steel column
This example was part of the "Baustatik 2" lecture held by O.Univ.Prof. Dipl.-Ing. Dr.techn. Helmut Rubin at the Technical University in Vienna in autumn 1990.
Task
Task
The example is a steel column with three different sections, and 2 cantilever. Geometry, sections and forces are listed below. Those data shall be calculated and compared.
Second order theory forces
Deformations
Buckling load factor
Steel Utilization
Input data
Input data
Results
Results
2020
2020
Updated calculations for FEM-Design and Focus Konstruksjon. There are no changes in the results.
