Height of section(mm):

Width of flange(mm):

Thickness of flange(mm):

Fillet at flange(mm):
(Note: For rolled section, enter a number other than 0 and for built-up section enter 0)

Thickness of web(mm):

Laterally unbraced length of column(mm):

Effective length factor for flexural buckling about axis perpendicular to web:

Effective length factor for flexural buckling about axis perpendicular to flanges:

Effective length factor for torsional buckling about longitudinal axis:

Specified minimum yield stress of steel(MPa):

Modulus of elasticity of steel(MPa):

Poisson's ratio:
(Note: If no have information is available for poisson's ratio, enter 0.3)

Output

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