Download MITCalc Slender strut buckling 1.20

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MITCalc Slender strut buckling 1.20
MITCalc Slender strut buckling 1.20 screenshot
Calculation of the slender strut (column) buckling
Price: 18 USD (Buy Now) Hits: 520 visitors Publisher: MITCalc OS Support: Win2000, WinXP, Win7 x32, Win7 x64, Windows 8, Windows 10, WinServer, WinOther, Windows2000, Windows2003, Windows Server 2012, Windows Tablet PC Edition 2005, Windows Media Center Edition 2005, Win Vista License: Shareware Date added: 26 Oct 2012 Last Update: 11 Jul 2017 Downloads: 2

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Screenshots of MITCalc Slender strut buckling

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MITCalc Slender strut buckling Publisher's description

Calculation of the slender strut (column) buckling

The program is designed to calculate the optimum cross-section and perform strength check of slender struts strained for buckling. The program includes:

- Selection of six basic types of buckling.

- Calculation of area characteristics of 20 types of cross-sections.

- Design of optimum profile accommodating the set load.

- Strength check of the strut.

- Calculation and graphical representation of permitted stress dependent on slenderness rate.

- A table of materials and a table of area characteristics of W, S, C and L profiles according to ANSI/AISC and I, U, L and T profiles according to DIN/ISO.

The calculation is based on data, procedures, algorithms (Johnson, Tetmajer, Euler, Secant) and data from specialized literature and AISC, ISO, DIN and BS standards.

List of standards (DIN 1025, 1026, 1028, 1029, 1024, AISC W, S, C, L, LU ... )

This module is a part of MITCalc - Mechanical and Technical Calculation Package for gear, belt and chain drives, springs, beam, shaft, bolt connection, shaft connections, tolerances and many others
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Version History
Version 1.20 added on: 26 Jul 2018
Version 1.17 added on: 26 Oct 2012

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Related Tags
    buckling          slender strut          beam          column          moment          stress          safety          DIN 1025          1026          1028          1029          cross-section          area characteristics          permitted stress          Johnson          Tetmajer          Euler          Secant      

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