FL · EN 10058

FL 15×6

FL 15×6 is a hot rolled steel flat bar per EN 10058: width 15 mm, thickness 6 mm, weight 0.7 kg/m, cross-section area 0.9 cm², moment of inertia Iy = 0.2 cm⁴, elastic section modulus Wel,y = 0.2 cm³.

Cross section · mm
yz156[mm]
15Width b · mm
6Thickness t · mm
0.90Area A · cm²
0.71Mass G · kg/m
Geometry
Width b15.00 mm
Thickness t6.00 mm
Cross-section area A0.900 cm²
Weight G
steel 7850 kg/m³
0.71kg/m
Section properties
I0.169 cm⁴0.027 cm⁴
Wel0.225 cm³0.090 cm³
Wpl0.338 cm³0.135 cm³
i4.30 mm1.73 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 15×6 for your design forces

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

Bending/ 0.1 kN·m
Shear/ 14.3 kN
Compression/ 0.0 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl0.1 kN·m / 0.0 kN·m
Vc,z,Rd / Vc,y,RdA_v = 90 mm²14.3 kN / 14.3 kN
Npl,Rd / Nb,Rd24.8 kN / 0.0 kN
Ncr,y / Ncr,z0.1 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.