FL · EN 10058

FL 150×80

FL 150×80 is a hot rolled steel flat bar per EN 10058: width 150 mm, thickness 80 mm, weight 94.2 kg/m, cross-section area 120 cm², moment of inertia Iy = 2250 cm⁴, elastic section modulus Wel,y = 300 cm³.

Cross section · mm
yz15080[mm]
150Width b · mm
80Thickness t · mm
120.00Area A · cm²
94.20Mass G · kg/m
Geometry
Width b150.00 mm
Thickness t80.00 mm
Cross-section area A120.000 cm²
Weight G
steel 7850 kg/m³
94.20kg/m
Section properties
I2 250.000 cm⁴640.000 cm⁴
Wel300.000 cm³160.000 cm³
Wpl450.000 cm³240.000 cm³
i43.30 mm23.09 mm
Reference
Profile standardEN 10058
EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 150×80 for your design forces

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

Bending/ 110.3 kN·m
Shear/ 1.70 MN
Compression/ 433.7 kN
fy245MPaClass1
Resistances and factors
Mc,y,Rd / Mc,z,RdW_pl110.3 kN·m / 58.8 kN·m
Vc,z,Rd / Vc,y,RdA_v = 12000 mm²1.70 MN / 1.70 MN
Npl,Rd / Nb,Rd2.94 MN / 433.7 kN
Ncr,y / Ncr,z1.87 MN / 530.6 kN
fyt = 80.0 mm > 16 mm, EN 10025-2245 MPa
γM0 / γM11.00 / 1.00
Curve c · χ0.15

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.