FL · EN 10058

FL 50×10

FL 50×10 is a hot rolled steel flat bar per EN 10058: width 50 mm, thickness 10 mm, weight 3.9 kg/m, cross-section area 5 cm², moment of inertia Iy = 10.4 cm⁴, elastic section modulus Wel,y = 4.2 cm³.

Cross section · mm
yz5010[mm]
50Width b · mm
10Thickness t · mm
5.00Area A · cm²
3.92Mass G · kg/m
Geometry
Width b50.00 mm
Thickness t10.00 mm
Cross-section area A5.000 cm²
Weight G
steel 7850 kg/m³
3.92kg/m
Section properties
I10.417 cm⁴0.417 cm⁴
Wel4.167 cm³0.833 cm³
Wpl6.250 cm³1.250 cm³
i14.40 mm2.89 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 50×10 for your design forces

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

Bending/ 1.7 kN·m
Shear/ 79.4 kN
Compression/ 0.3 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl1.7 kN·m / 0.3 kN·m
Vc,z,Rd / Vc,y,RdA_v = 500 mm²79.4 kN / 79.4 kN
Npl,Rd / Nb,Rd137.5 kN / 0.3 kN
Ncr,y / Ncr,z8.6 kN / 0.3 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.