Column Design — BuildMetrics

🏗 Column Design (EC3)

Member Properties ▾

Section Type

Section Designation

Area A (cm²)

I_yy (cm⁴) minor

I_xx (cm⁴) major

f_y (N/mm²)

Column Geometry ▾

Column Height L (m)

Effective Length Factor k

Effective length Le = 1.0 × 4.0 = 4.0 m

Applied Load ▾

Design Axial Force N_Ed (kN) ULS factored load

Design Axis

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Enter member properties and applied load, then click Calculate to check EC3 column buckling resistance.

EC3 EN 1993-1-1 Buckling Curves a0/a/b/c/d Perry-Robertson Method