Column Design
Axial compression and flexural buckling (EC3).
Inputs
Steel grade
Section
Design axial NEd
[kN]
Effective length factor Ky
Buckling length Ly
[m]
Effective length factor Kz
Buckling length Lz
[m]
Buckling curve (y)
Curve a
Curve b
Curve c
Curve d
Buckling curve (z)
Curve a
Curve b
Curve c
Curve d
Results
Buckling reduction factor χ vs. non-dimensional slenderness λ̄
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