L 180×180×15

Angles from Eurocode 3 UK National Annex and ArcelorMittal Sections 2026-1.

180 mm180 mm

Outline drawn from the published dimensions. Fillets and root radii are not shown.

Dimensions

PropertyMetricImperial
Depth, d180 mm7.0866 in
Width180 mm7.0866 in
Thickness, t15 mm0.590551 in

Bending about the major axis

PropertyMetricImperial
Second moment of area, Iₓ15,900,000 mm⁴38.1999 in⁴
Elastic modulus, Sₓ122,000 mm³7.4449 in³
Radius of gyration, rₓ55.2 mm2.1732 in
Distance to top fibre130.3279 mm5.131 in
Distance to bottom fibre49.6721 mm1.9556 in

Bending about the minor axis

PropertyMetricImperial
Second moment of area, I_y15,900,000 mm⁴38.1999 in⁴
Elastic modulus, S_y122,000 mm³7.4449 in³
Radius of gyration, r_y55.2 mm2.1732 in

Torsion and warping

PropertyMetricImperial
Torsion constant, J420,000 mm⁴1.0091 in⁴

Mass

PropertyMetricImperial
Mass per metre40.9 kg/m27.4835 lb/ft
Analyse a beam with this section
↑↓ to move · ↵ to open · esc to close⌘K
L 180×180×15 dimensions and section properties | Kannamwar Engineering