> 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. 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, AISC S, AISC C, AISC L, AISC LU ... )

 

ANSI/AISC and I, U, L and T profiles according to DIN/ISO

 

 

 

 

 

 

 

 

 

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