FL · EN 10058

FL 150×10

FL 150×10 is a hot rolled steel flat bar per EN 10058: width 150 mm, thickness 10 mm, weight 11.8 kg/m, cross-section area 15 cm², moment of inertia Iy = 281.3 cm⁴, elastic section modulus Wel,y = 37.5 cm³.

Cross section · mm

150Width b · mm

10Thickness t · mm

15.00Area A · cm²

11.77Mass G · kg/m

Geometry

Width b150.00 mm

Thickness t10.00 mm

Cross-section area A15.000 cm²

Weight G
steel 7850 kg/m³11.77kg/m

Section properties

I281.250 cm⁴1.250 cm⁴

W_el37.500 cm³2.500 cm³

W_pl56.250 cm³3.750 cm³

i43.30 mm2.89 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 150×10 for your design forces

Find the lightest section Compare sections

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

Bending/ 15.5 kN·m

Shear/ 238.2 kN

Compression/ 1.0 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl15.5 kN·m / 1.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1500 mm²238.2 kN / 238.2 kN

N_pl,Rd / N_b,Rd412.5 kN / 1.0 kN

N_cr,y / N_cr,z233.2 kN / 1.0 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 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.