FL · EN 10058

FL 130×35

FL 130×35 is a hot rolled steel flat bar per EN 10058: width 130 mm, thickness 35 mm, weight 35.7 kg/m, cross-section area 45.5 cm², moment of inertia Iy = 640.8 cm⁴, elastic section modulus Wel,y = 98.6 cm³.

Cross section · mm

130Width b · mm

35Thickness t · mm

45.50Area A · cm²

35.72Mass G · kg/m

Geometry

Width b130.00 mm

Thickness t35.00 mm

Cross-section area A45.500 cm²

Weight G
steel 7850 kg/m³35.72kg/m

Section properties

I640.792 cm⁴46.448 cm⁴

W_el98.583 cm³26.542 cm³

W_pl147.875 cm³39.812 cm³

i37.50 mm10.10 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 130×35 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/ 39.2 kN·m

Shear/ 696.1 kN

Compression/ 35.4 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl39.2 kN·m / 10.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4550 mm²696.1 kN / 696.1 kN

N_pl,Rd / N_b,Rd1.21 MN / 35.4 kN

N_cr,y / N_cr,z531.2 kN / 38.5 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.