HEB · EN 10365

HEB 220

HEB 220 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 220 mm, flange width 220 mm, weight 71.5 kg/m, cross-section area 91 cm², moment of inertia Iy = 8091 cm⁴, elastic section modulus Wel,y = 735.5 cm³.

Cross section · mm

220Height h · mm

220Flange width b · mm

91.04Area A · cm²

71.50Mass G · kg/m

Geometry

Height220.00 mm

Flange width220.00 mm

Flange thickness t_f16.00 mm

Web thickness t_w9.50 mm

Fillet radius r18.00 mm

Cross-section area A91.040 cm²

Weight G
steel 7850 kg/m³71.50kg/m

Section properties

I8 091.000 cm⁴2 843.000 cm⁴

W_el735.500 cm³258.500 cm³

W_pl827.000 cm³393.900 cm³

i94.30 mm55.90 mm

Torsion & LT buckling

Torsion constant I_t77.020 cm⁴

Warping constant I_w289 510.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 220 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/ 227.4 kN·m

Shear/ 443.3 kN

Compression/ 1.31 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl227.4 kN·m / 108.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2792 mm²443.3 kN / 1.12 MN

N_pl,Rd / N_b,Rd2.50 MN / 1.31 MN

N_cr,y / N_cr,z6.71 MN / 2.36 MN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.52

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.