FL · EN 10058

FL 10×5

FL 10×5 is a hot rolled steel flat bar per EN 10058: width 10 mm, thickness 5 mm, weight 0.4 kg/m, cross-section area 0.5 cm², moment of inertia Iy = 0 cm⁴, elastic section modulus Wel,y = 0.1 cm³.

Cross section · mm

10Width b · mm

5Thickness t · mm

0.50Area A · cm²

0.39Mass G · kg/m

Geometry

Width b10.00 mm

Thickness t5.00 mm

Cross-section area A0.500 cm²

Weight G
steel 7850 kg/m³0.39kg/m

Section properties

I0.042 cm⁴0.010 cm⁴

W_el0.083 cm³0.042 cm³

W_pl0.125 cm³0.062 cm³

i2.90 mm1.44 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 10×5 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/ 0.0 kN·m

Shear/ 7.9 kN

Compression/ 0.0 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl0.0 kN·m / 0.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 50 mm²7.9 kN / 7.9 kN

N_pl,Rd / N_b,Rd13.8 kN / 0.0 kN

N_cr,y / N_cr,z0.0 kN / 0.0 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.