FL · EN 10058

FL 80×25

FL 80×25 is a hot rolled steel flat bar per EN 10058: width 80 mm, thickness 25 mm, weight 15.7 kg/m, cross-section area 20 cm², moment of inertia Iy = 106.7 cm⁴, elastic section modulus Wel,y = 26.7 cm³.

Cross section · mm

80Width b · mm

25Thickness t · mm

20.00Area A · cm²

15.70Mass G · kg/m

Geometry

Width b80.00 mm

Thickness t25.00 mm

Cross-section area A20.000 cm²

Weight G
steel 7850 kg/m³15.70kg/m

Section properties

I106.667 cm⁴10.417 cm⁴

W_el26.667 cm³8.333 cm³

W_pl40.000 cm³12.500 cm³

i23.10 mm7.22 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 80×25 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/ 10.6 kN·m

Shear/ 306.0 kN

Compression/ 8.1 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl10.6 kN·m / 3.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2000 mm²306.0 kN / 306.0 kN

N_pl,Rd / N_b,Rd530.0 kN / 8.1 kN

N_cr,y / N_cr,z88.4 kN / 8.6 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.