FL · EN 10058

FL 20×6

FL 20×6 is a hot rolled steel flat bar per EN 10058: width 20 mm, thickness 6 mm, weight 0.9 kg/m, cross-section area 1.2 cm², moment of inertia Iy = 0.4 cm⁴, elastic section modulus Wel,y = 0.4 cm³.

Cross section · mm
yz206[mm]
20Width b · mm
6Thickness t · mm
1.20Area A · cm²
0.94Mass G · kg/m
Geometry
Width b20.00 mm
Thickness t6.00 mm
Cross-section area A1.200 cm²
Weight G
steel 7850 kg/m³
0.94kg/m
Section properties
I0.400 cm⁴0.036 cm⁴
Wel0.400 cm³0.120 cm³
Wpl0.600 cm³0.180 cm³
i5.80 mm1.73 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 20×6 for your design forces

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

Bending/ 0.2 kN·m
Shear/ 19.1 kN
Compression/ 0.0 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl0.2 kN·m / 0.0 kN·m
Vc,z,Rd / Vc,y,RdA_v = 120 mm²19.1 kN / 19.1 kN
Npl,Rd / Nb,Rd33.0 kN / 0.0 kN
Ncr,y / Ncr,z0.3 kN / 0.0 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.