FL · EN 10058

FL 50×5

FL 50×5 is a hot rolled steel flat bar per EN 10058: width 50 mm, thickness 5 mm, weight 2 kg/m, cross-section area 2.5 cm², moment of inertia Iy = 5.2 cm⁴, elastic section modulus Wel,y = 2.1 cm³.

Cross section · mm
yz505[mm]
50Width b · mm
5Thickness t · mm
2.50Area A · cm²
1.96Mass G · kg/m
Geometry
Width b50.00 mm
Thickness t5.00 mm
Cross-section area A2.500 cm²
Weight G
steel 7850 kg/m³
1.96kg/m
Section properties
I5.208 cm⁴0.052 cm⁴
Wel2.083 cm³0.208 cm³
Wpl3.125 cm³0.312 cm³
i14.40 mm1.44 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 50×5 for your design forces

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

Bending/ 0.9 kN·m
Shear/ 39.7 kN
Compression/ 0.0 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl0.9 kN·m / 0.1 kN·m
Vc,z,Rd / Vc,y,RdA_v = 250 mm²39.7 kN / 39.7 kN
Npl,Rd / Nb,Rd68.8 kN / 0.0 kN
Ncr,y / Ncr,z4.3 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.