FL · EN 10058

FL 120×25

FL 120×25 is a hot rolled steel flat bar per EN 10058: width 120 mm, thickness 25 mm, weight 23.6 kg/m, cross-section area 30 cm², moment of inertia Iy = 360 cm⁴, elastic section modulus Wel,y = 60 cm³.

Cross section · mm

120Width b · mm

25Thickness t · mm

30.00Area A · cm²

23.55Mass G · kg/m

Geometry

Width b120.00 mm

Thickness t25.00 mm

Cross-section area A30.000 cm²

Weight G
steel 7850 kg/m³23.55kg/m

Section properties

I360.000 cm⁴15.625 cm⁴

W_el60.000 cm³12.500 cm³

W_pl90.000 cm³18.750 cm³

i34.60 mm7.22 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 120×25 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/ 23.9 kN·m

Shear/ 459.0 kN

Compression/ 12.2 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl23.9 kN·m / 5.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3000 mm²459.0 kN / 459.0 kN

N_pl,Rd / N_b,Rd795.0 kN / 12.2 kN

N_cr,y / N_cr,z298.5 kN / 13.0 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.