FL · EN 10058

FL 170×60

FL 170×60 is a hot rolled steel flat bar per EN 10058: width 170 mm, thickness 60 mm, weight 80.1 kg/m, cross-section area 102 cm², moment of inertia Iy = 2456.5 cm⁴, elastic section modulus Wel,y = 289 cm³.

Cross section · mm

170Width b · mm

60Thickness t · mm

102.00Area A · cm²

80.07Mass G · kg/m

Geometry

Width b170.00 mm

Thickness t60.00 mm

Cross-section area A102.000 cm²

Weight G
steel 7850 kg/m³80.07kg/m

Section properties

I2 456.500 cm⁴306.000 cm⁴

W_el289.000 cm³102.000 cm³

W_pl433.500 cm³153.000 cm³

i49.10 mm17.32 mm

Reference

Profile standardEN 10058

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of FL 170×60 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/ 110.5 kN·m

Shear/ 1.50 MN

Compression/ 219.3 kN

Steelγ_M0γ_M1L_crmmkf_y255MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl110.5 kN·m / 39.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 10200 mm²1.50 MN / 1.50 MN

N_pl,Rd / N_b,Rd2.60 MN / 219.3 kN

N_cr,y / N_cr,z2.04 MN / 253.7 kN

f_yt = 60.0 mm > 16 mm, EN 10025-2255 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.08

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.