scstructcalc

Calculators List

Design compressive strength of tee section

Input

Height of section(mm):

Width of flange(mm):

Thickness of flange(mm):

Thickness of web(mm):

Laterally unbraced length of column(mm):

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

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

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

Design compressive strength(N):

Flange slenderness:

Web slenderness:

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