FL · EN 10058

FL 60×30

FL 60×30 is a hot rolled steel flat bar per EN 10058: width 60 mm, thickness 30 mm, weight 14.1 kg/m, cross-section area 18 cm², moment of inertia Iy = 54 cm⁴, elastic section modulus Wel,y = 18 cm³.

Cross section · mm

60Width b · mm

30Thickness t · mm

18.00Area A · cm²

14.13Mass G · kg/m

Geometry

Width b60.00 mm

Thickness t30.00 mm

Cross-section area A18.000 cm²

Weight G
steel 7850 kg/m³14.13kg/m

Section properties

I54.000 cm⁴13.500 cm⁴

W_el18.000 cm³9.000 cm³

W_pl27.000 cm³13.500 cm³

i17.30 mm8.66 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 60×30 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/ 7.2 kN·m

Shear/ 275.4 kN

Compression/ 10.4 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl7.2 kN·m / 3.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1800 mm²275.4 kN / 275.4 kN

N_pl,Rd / N_b,Rd477.0 kN / 10.4 kN

N_cr,y / N_cr,z44.8 kN / 11.2 kN

f_yt = 30.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 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.