FL · EN 10058

FL 160×25

FL 160×25 is a hot rolled steel flat bar per EN 10058: width 160 mm, thickness 25 mm, weight 31.4 kg/m, cross-section area 40 cm², moment of inertia Iy = 853.3 cm⁴, elastic section modulus Wel,y = 106.7 cm³.

Cross section · mm

160Width b · mm

25Thickness t · mm

40.00Area A · cm²

31.40Mass G · kg/m

Geometry

Width b160.00 mm

Thickness t25.00 mm

Cross-section area A40.000 cm²

Weight G
steel 7850 kg/m³31.40kg/m

Section properties

I853.333 cm⁴20.833 cm⁴

W_el106.667 cm³16.667 cm³

W_pl160.000 cm³25.000 cm³

i46.20 mm7.22 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 160×25 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/ 42.4 kN·m

Shear/ 612.0 kN

Compression/ 16.3 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl42.4 kN·m / 6.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4000 mm²612.0 kN / 612.0 kN

N_pl,Rd / N_b,Rd1.06 MN / 16.3 kN

N_cr,y / N_cr,z707.5 kN / 17.3 kN

f_yt = 25.0 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.