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MITCalc - Buckling Calculation 1.14

Slender strut (column) buckling
Company:
MITCalc 
Date:
10/ 7/2008 
Platform:
 Win95, Win98, WinME, WinNT 3.x, WinNT 4.x, Windows2000, WinXP, Windows Vista Starter, Windows Vista Home Basic, Windows Vista Home Premium, Windows Vista Business, Windows Vista Enterprise, Windows Vista Ultimate, Windows Vista Home Basic x64, Windows Vista Home Premium x64, Windows Vista Business x64, Windows Vista Enterprise x64, Windows Vista Ultimate x64 
Price:
$14.00 
License:
Shareware 
Screenshot:
View Screenshot 
Downloads:
9 
Page views:
19 
Category:
Business / Math & Scientific Tools 
Keywords:
Buckling, Slender Strut, Beam, Column, Moment, Stress, Safety, Din 1025, 1026, 1028, 1029 
File Size:
1.4 MB 
Report Error:
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Full Description:

The program is designed to calculate the optimum cross-section and perform strength check of slender strutsstrained 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 fromspecialized 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, boltconnection, shaft connections, tolerances and many others

Calculation of the optimum cross-section of slender struts strained for buckling and strength check calculationaccording to Johnson, Tetmajer, Euler and Secant method. Simple definition of the strut type - 40 types ofpredefined cross sections.

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