This application allows determining the resistant capacity of bi-supported columns of open thin-walled sections subjected to axial stress and the equivalent geometric imperfections. Geometric imperfections are currently only defined for flexural buckling according to Eurocodes, this application allows obtaining the imperfection also in the case of torsion and flexo-torsional buckling. The objective is to determine the resistant capacity of columns and the equivalent geometric imperfections.
* Buckling Resistance download link provides freeware version of the software.
Resistance Of Open And Closed Thin Walled Sections Under Biaxial Bending And Axial Force
ThinWallRes N My Mz allows to determine the resistant capacity of open and closed thin-walled sections subjected to axial and biaxial bending.
Elastic and Plastic Resistance of Open and Thin Walled Sections
Thinwallres Open&Closed application allows to determine the resistance capacity of open and closed thin-walled sections
Plane Beahvior Of Arch With Geometric Imperfection
ArchPlane2D makes it possible to determine the resistant capacity of compressed and flexed arches with a double tee section, susceptible to buckling in their plane.
Buckling Analysis for Plates with or Without Stiffeners
The RF-/PLATE-BUCKLING is available as an add‑on module for RFEM/RSTAB or as a separate stand‑alone program.
Arch3D makes it possible to determine the resistant capacity of compressed and flexed arches with a double tee section, susceptible to lateral buckling.
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