Timber Column Design

🌳 Timber Column (EC5)

Member Properties ▾

Timber Grade

f_c,0,k (N/mm²)

E_0,05 (N/mm²)

Cross-section Shape

▭ Rectangular

◯ Circular

Width b (mm)

Depth h (mm)

A = 15000 mm²

Column Geometry ▾

Column Height (m)

End Conditions

Effective length Le = 1.0 × 3.0 = 3.0 m

Environment & Loading ▾

Service Class

Load Duration

Applied Load ▾

Design Axial N_Ed (kN) ULS factored

Optional: Bending Moments

M_Ed,y (kNm)

M_Ed,z (kNm)

🌳

Enter section, height, end conditions and axial load, then click Calculate for EC5 buckling and compression checks.

EC5 EN 1995-1-1 §6.3.2 Buckling kmod · kc factors