FL · EN 10058

FL 180×8

FL 180×8 is a hot rolled steel flat bar per EN 10058: width 180 mm, thickness 8 mm, weight 11.3 kg/m, cross-section area 14.4 cm², moment of inertia Iy = 388.8 cm⁴, elastic section modulus Wel,y = 43.2 cm³.

Cross section · mm
yz1808[mm]
180Width b · mm
8Thickness t · mm
14.40Area A · cm²
11.30Mass G · kg/m
Geometry
Width b180.00 mm
Thickness t8.00 mm
Cross-section area A14.400 cm²
Weight G
steel 7850 kg/m³
11.30kg/m
Section properties
I388.800 cm⁴0.768 cm⁴
Wel43.200 cm³1.920 cm³
Wpl64.800 cm³2.880 cm³
i52.00 mm2.31 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 180×8 for your design forces

Enter the design loads and the section is checked for bending, shear and compression with flexural buckling.

Bending/ 17.8 kN·m
Shear/ 228.6 kN
Compression/ 0.6 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl17.8 kN·m / 0.8 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1440 mm²228.6 kN / 228.6 kN
Npl,Rd / Nb,Rd396.0 kN / 0.6 kN
Ncr,y / Ncr,z322.3 kN / 0.6 kN
fyEN 10025-2275 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.00

Yield strength is taken from the product standard for the governing thickness, so above 16 mm it is lower than the nominal grade. Simplified checks per EN 1993-1-1, without M+N+V interaction, without lateral-torsional buckling and without web shear buckling. Verify with a full design.