scstructcalc

Calculators List

Design compressive strength of rectangular bar section

Input

Diameter of section(mm):

Width of section(mm):

Laterally unbraced length of column(mm):

Effective length factor for flexural buckling about axis perpendicular to height of section:

Effective length factor for flexural buckling about axis perpendicular to width of section:

Specified minimum yield stress of steel(MPa):

Modulus of elasticity of steel(MPa):

Output

Design compressive strength(N):

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