FL · EN 10058

FL 120×60

FL 120×60 is a hot rolled steel flat bar per EN 10058: width 120 mm, thickness 60 mm, weight 56.5 kg/m, cross-section area 72 cm², moment of inertia Iy = 864 cm⁴, elastic section modulus Wel,y = 144 cm³.

Cross section · mm
yz12060[mm]
120Width b · mm
60Thickness t · mm
72.00Area A · cm²
56.52Mass G · kg/m
Geometry
Width b120.00 mm
Thickness t60.00 mm
Cross-section area A72.000 cm²
Weight G
steel 7850 kg/m³
56.52kg/m
Section properties
I864.000 cm⁴216.000 cm⁴
Wel144.000 cm³72.000 cm³
Wpl216.000 cm³108.000 cm³
i34.60 mm17.32 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 120×60 for your design forces

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

Bending/ 55.1 kN·m
Shear/ 1.06 MN
Compression/ 154.8 kN
fy255MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl55.1 kN·m / 27.5 kN·m
Vc,z,Rd / Vc,y,RdA_v = 7200 mm²1.06 MN / 1.06 MN
Npl,Rd / Nb,Rd1.84 MN / 154.8 kN
Ncr,y / Ncr,z716.3 kN / 179.1 kN
fyt = 60.0 mm > 16 mm, EN 10025-2255 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.08

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.