The following application is part of a set of 10 applications. And it allows to determine the resistance capacity of open thin-walled sections. Antonio Agüero developed the program according to the theory "New interaction formula for the plastic resistance of I- and H-sections under combinations of bending moments My, Ed, Mz, Ed and bimoment B Ed.". Fernando Gimenez developed the user friendly interface.
Determine the elastic and plastic stress state under a combination of stresses and their resistance capacity and for a set of combinations in the form of an interaction diagram. The plastic use of the sections allows optimization by reducing the cost of the structures.
* ThinWallRes download link provides freeware version of the software.
Resistant Capacity Of Open Thin-Walled Sections
ThinWallRes N My Mz B allows determining the resistant capacity of open thin-walled sections subjected to axial, biaxial and bi-moment bending.
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
Properties and Stresses of Thin-Walled Cross-Sections
SHAPE‑THIN determines section properties of any thin-walled cross‑section and calculates the stresses. In addition, you can perform plastic design.
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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