Column calculations — H-section
Buckling load and buckling stress of a column. Section: H-section. Found from the end-condition coefficient, the column length and Young's modulus.
Input
End fixity coefficient
Column length
Young's modulus
Width
Height
Web thickness
Flange thickness
Result
Cross-sectional area
Second moment of area
Radius of gyration
Slenderness ratio
Buckling load
Buckling stress
