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. For this, the magnitudes of the equivalent imperfections are obtained and the imperfect structure is analyzed.
Goals
The objective is to determine the existing efforts in perfect and imperfect arcs with linear and non-linear behavior and to determine the resistance of the sections used.
Instructions
The geometry of the arch, section shape, dimensions, materials, loads and boundary conditions are selected. Different graphs are obtained as results that show the efforts of the perfect and imperfect structure in linear and non-linear calculation, and the proximity of the sections to their ultimate resistance.
* ArchPlane2D download link provides freeware version of the software.
Buckling Resistance and Geometric Imperfections of Columns
The following application allows determining the resistant capacity of bi-supported columns of open thin-walled sections subjected to axial stress and the equivalent geometric imperfections.
Arch3D makes it possible to determine the resistant capacity of compressed and flexed arches with a double tee section, susceptible to lateral buckling.
Analysis of Imperfect Frame 3D
The Frame3D application makes it possible to determine the resistant capacity of compressed and flexed frames with a double tee section, susceptible to lateral buckling.
ThinWallRes allows to determine the resistance capacity of open thin-walled sections.
Resistant Capacity Of Compressed And Flexed Frames
FramePlane2D application allows determining the resistant capacity of compressed and flexed frames with a double tee section, susceptible to buckling in its plane.
Submit a review about ArchPlane2D software with your social media profile
No comments yet. Be the first to comment.