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.

Movements, Forces, And Load-Carrying Capacity Of Compressed And Flexural Elements

Application allows to determine the movements, efforts and resistant capacity of the compressed parts, leaned according to strong axis, weak and torsion with double section, capable of buckling laterally.

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.

The Elastic and Plastic Design of Slender Steel Structures With Class 1, 2 Plastic Behavior, or 3 Elastic Behavior

The following application allows determining the movements, forces, and resistant capacity of compressed pieces, bent along the strong, weak axis, and torsion with a double tee section, susceptible to lateral buckling.

Behavior of 3D Arches

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.

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