FL · EN 10058

FL 160×35

FL 160×35 is a hot rolled steel flat bar per EN 10058: width 160 mm, thickness 35 mm, weight 44 kg/m, cross-section area 56 cm², moment of inertia Iy = 1194.7 cm⁴, elastic section modulus Wel,y = 149.3 cm³.

Cross section · mm

160Width b · mm

35Thickness t · mm

56.00Area A · cm²

43.96Mass G · kg/m

Geometry

Width b160.00 mm

Thickness t35.00 mm

Cross-section area A56.000 cm²

Weight G
steel 7850 kg/m³43.96kg/m

Section properties

I1 194.667 cm⁴57.167 cm⁴

W_el149.333 cm³32.667 cm³

W_pl224.000 cm³49.000 cm³

i46.20 mm10.10 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 160×35 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/ 59.4 kN·m

Shear/ 856.8 kN

Compression/ 43.6 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl59.4 kN·m / 13.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 5600 mm²856.8 kN / 856.8 kN

N_pl,Rd / N_b,Rd1.48 MN / 43.6 kN

N_cr,y / N_cr,z990.4 kN / 47.4 kN

f_yt = 35.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.03

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.