FL · EN 10058

FL 50×12

FL 50×12 is a hot rolled steel flat bar per EN 10058: width 50 mm, thickness 12 mm, weight 4.7 kg/m, cross-section area 6 cm², moment of inertia Iy = 12.5 cm⁴, elastic section modulus Wel,y = 5 cm³.

Cross section · mm
yz5012[mm]
50Width b · mm
12Thickness t · mm
6.00Area A · cm²
4.71Mass G · kg/m
Geometry
Width b50.00 mm
Thickness t12.00 mm
Cross-section area A6.000 cm²
Weight G
steel 7850 kg/m³
4.71kg/m
Section properties
I12.500 cm⁴0.720 cm⁴
Wel5.000 cm³1.200 cm³
Wpl7.500 cm³1.800 cm³
i14.40 mm3.46 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 50×12 for your design forces

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

Bending/ 2.1 kN·m
Shear/ 95.3 kN
Compression/ 0.6 kN
Class1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl2.1 kN·m / 0.5 kN·m
Vc,z,Rd / Vc,y,RdA_v = 600 mm²95.3 kN / 95.3 kN
Npl,Rd / Nb,Rd165.0 kN / 0.6 kN
Ncr,y / Ncr,z10.4 kN / 0.6 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.