FL · EN 10058

FL 150×50

FL 150×50 is a hot rolled steel flat bar per EN 10058: width 150 mm, thickness 50 mm, weight 58.9 kg/m, cross-section area 75 cm², moment of inertia Iy = 1406.3 cm⁴, elastic section modulus Wel,y = 187.5 cm³.

Cross section · mm
yz15050[mm]
150Width b · mm
50Thickness t · mm
75.00Area A · cm²
58.87Mass G · kg/m
Geometry
Width b150.00 mm
Thickness t50.00 mm
Cross-section area A75.000 cm²
Weight G
steel 7850 kg/m³
58.87kg/m
Section properties
I1 406.250 cm⁴156.250 cm⁴
Wel187.500 cm³62.500 cm³
Wpl281.250 cm³93.750 cm³
i43.30 mm14.43 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 150×50 for your design forces

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

Bending/ 71.7 kN·m
Shear/ 1.10 MN
Compression/ 114.8 kN
fy255MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl71.7 kN·m / 23.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 7500 mm²1.10 MN / 1.10 MN
Npl,Rd / Nb,Rd1.91 MN / 114.8 kN
Ncr,y / Ncr,z1.17 MN / 129.5 kN
fyt = 50.0 mm > 16 mm, EN 10025-2255 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.06

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.