FL · EN 10058

FL 130×10

FL 130×10 is a hot rolled steel flat bar per EN 10058: width 130 mm, thickness 10 mm, weight 10.2 kg/m, cross-section area 13 cm², moment of inertia Iy = 183.1 cm⁴, elastic section modulus Wel,y = 28.2 cm³.

Cross section · mm
yz13010[mm]
130Width b · mm
10Thickness t · mm
13.00Area A · cm²
10.20Mass G · kg/m
Geometry
Width b130.00 mm
Thickness t10.00 mm
Cross-section area A13.000 cm²
Weight G
steel 7850 kg/m³
10.20kg/m
Section properties
I183.083 cm⁴1.083 cm⁴
Wel28.167 cm³2.167 cm³
Wpl42.250 cm³3.250 cm³
i37.50 mm2.89 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 130×10 for your design forces

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

Bending/ 11.6 kN·m
Shear/ 206.4 kN
Compression/ 0.9 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl11.6 kN·m / 0.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 1300 mm²206.4 kN / 206.4 kN
Npl,Rd / Nb,Rd357.5 kN / 0.9 kN
Ncr,y / Ncr,z151.8 kN / 0.9 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.