FL · EN 10058

FL 35×20

FL 35×20 is a hot rolled steel flat bar per EN 10058: width 35 mm, thickness 20 mm, weight 5.5 kg/m, cross-section area 7 cm², moment of inertia Iy = 7.1 cm⁴, elastic section modulus Wel,y = 4.1 cm³.

Cross section · mm

35Width b · mm

20Thickness t · mm

7.00Area A · cm²

5.49Mass G · kg/m

Geometry

Width b35.00 mm

Thickness t20.00 mm

Cross-section area A7.000 cm²

Weight G
steel 7850 kg/m³5.49kg/m

Section properties

I7.146 cm⁴2.333 cm⁴

W_el4.083 cm³2.333 cm³

W_pl6.125 cm³3.500 cm³

i10.10 mm5.77 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 35×20 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/ 1.6 kN·m

Shear/ 107.1 kN

Compression/ 1.8 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.6 kN·m / 0.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 700 mm²107.1 kN / 107.1 kN

N_pl,Rd / N_b,Rd185.5 kN / 1.8 kN

N_cr,y / N_cr,z5.9 kN / 1.9 kN

f_yt = 20.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.01

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.