FL · EN 10058

FL 150×30

FL 150×30 is a hot rolled steel flat bar per EN 10058: width 150 mm, thickness 30 mm, weight 35.3 kg/m, cross-section area 45 cm², moment of inertia Iy = 843.8 cm⁴, elastic section modulus Wel,y = 112.5 cm³.

Cross section · mm
yz15030[mm]
150Width b · mm
30Thickness t · mm
45.00Area A · cm²
35.32Mass G · kg/m
Geometry
Width b150.00 mm
Thickness t30.00 mm
Cross-section area A45.000 cm²
Weight G
steel 7850 kg/m³
35.32kg/m
Section properties
I843.750 cm⁴33.750 cm⁴
Wel112.500 cm³22.500 cm³
Wpl168.750 cm³33.750 cm³
i43.30 mm8.66 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 150×30 for your design forces

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

Bending/ 44.7 kN·m
Shear/ 688.5 kN
Compression/ 26.0 kN
fy265MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl44.7 kN·m / 8.9 kN·m
Vc,z,Rd / Vc,y,RdA_v = 4500 mm²688.5 kN / 688.5 kN
Npl,Rd / Nb,Rd1.19 MN / 26.0 kN
Ncr,y / Ncr,z699.5 kN / 28.0 kN
fyt = 30.0 mm > 16 mm, EN 10025-2265 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.02

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.