HEA · EN 10365

HEA 160

HEA 160 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 152 mm, flange width 160 mm, weight 30.4 kg/m, cross-section area 38.8 cm², moment of inertia Iy = 1673 cm⁴, elastic section modulus Wel,y = 220.1 cm³.

Cross section · mm

152Height h · mm

160Flange width b · mm

38.77Area A · cm²

30.40Mass G · kg/m

Geometry

Height152.00 mm

Flange width160.00 mm

Flange thickness t_f9.00 mm

Web thickness t_w6.00 mm

Fillet radius r15.00 mm

Cross-section area A38.770 cm²

Weight G
steel 7850 kg/m³30.40kg/m

Section properties

I1 673.000 cm⁴615.600 cm⁴

W_el220.100 cm³76.950 cm³

W_pl245.100 cm³117.600 cm³

i65.70 mm39.80 mm

Torsion & LT buckling

Torsion constant I_t11.840 cm⁴

Warping constant I_w30 615.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 160 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/ 67.4 kN·m

Shear/ 209.7 kN

Compression/ 354.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl67.4 kN·m / 32.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1321 mm²209.7 kN / 457.3 kN

N_pl,Rd / N_b,Rd1.07 MN / 354.9 kN

N_cr,y / N_cr,z1.39 MN / 510.4 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.33

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.