FL · EN 10058

FL 150×8

FL 150×8 is a hot rolled steel flat bar per EN 10058: width 150 mm, thickness 8 mm, weight 9.4 kg/m, cross-section area 12 cm², moment of inertia Iy = 225 cm⁴, elastic section modulus Wel,y = 30 cm³.

Cross section · mm

150Width b · mm

8Thickness t · mm

12.00Area A · cm²

9.42Mass G · kg/m

Geometry

Width b150.00 mm

Thickness t8.00 mm

Cross-section area A12.000 cm²

Weight G
steel 7850 kg/m³9.42kg/m

Section properties

I225.000 cm⁴0.640 cm⁴

W_el30.000 cm³1.600 cm³

W_pl45.000 cm³2.400 cm³

i43.30 mm2.31 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 150×8 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/ 12.4 kN·m

Shear/ 190.5 kN

Compression/ 0.5 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl12.4 kN·m / 0.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1200 mm²190.5 kN / 190.5 kN

N_pl,Rd / N_b,Rd330.0 kN / 0.5 kN

N_cr,y / N_cr,z186.5 kN / 0.5 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.