Arch3D makes it possible to determine the resistant capacity of compressed and flexed arches with a double tee section, susceptible to lateral buckling. 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

Arch geometry, section shape, dimensions, materials, loads, and out-of-plane boundary conditions are selected. Different graphs are obtained as results that show the efforts of the perfect and imperfect structure in linear and nonlinear calculation, and the proximity of the sections to their ultimate resistance.

Conclusions

The tool facilitates elastic and plastic design of slender steel or aluminum metal arches with sections in class 1, 2 plastic behavior or 3 elastic behavior susceptible to buckling by compression, bending or bending. -compression

Background theory:

[1] DOI:10.1016/j.istruc.2020.11.047.
[2] DOI:10.1016/j.istruc.2020.11.059.
[3] DOI:10.3390/aplicación10228174.
[4] DOI:10.1016/j.engstruct.2015.03.065
[5] DOI:10.1016/j.engstruct.2015.03.066

* Arch3D download link provides freeware version of the software.

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.

Thin Walled Sections

ThinWallRes allows to determine the resistance capacity of open thin-walled sections.

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.

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.

Critical Loads and Analysis of Imperfect Structures

The following application allows determining the resistance capacity of compressed and deflected pieces with a double tee section, susceptible to lateral buckling.

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