FL · EN 10058

FL 120×6

FL 120×6 is a hot rolled steel flat bar per EN 10058: width 120 mm, thickness 6 mm, weight 5.7 kg/m, cross-section area 7.2 cm², moment of inertia Iy = 86.4 cm⁴, elastic section modulus Wel,y = 14.4 cm³.

Cross section · mm

120Width b · mm

6Thickness t · mm

7.20Area A · cm²

5.65Mass G · kg/m

Geometry

Width b120.00 mm

Thickness t6.00 mm

Cross-section area A7.200 cm²

Weight G
steel 7850 kg/m³5.65kg/m

Section properties

I86.400 cm⁴0.216 cm⁴

W_el14.400 cm³0.720 cm³

W_pl21.600 cm³1.080 cm³

i34.60 mm1.73 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 120×6 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/ 5.9 kN·m

Shear/ 114.3 kN

Compression/ 0.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl5.9 kN·m / 0.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 720 mm²114.3 kN / 114.3 kN

N_pl,Rd / N_b,Rd198.0 kN / 0.2 kN

N_cr,y / N_cr,z71.6 kN / 0.2 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.