HEA · EN 10365

HEA 220

HEA 220 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 210 mm, flange width 220 mm, weight 50.5 kg/m, cross-section area 64.3 cm², moment of inertia Iy = 5410 cm⁴, elastic section modulus Wel,y = 515.2 cm³.

Cross section · mm

210Height h · mm

220Flange width b · mm

64.34Area A · cm²

50.50Mass G · kg/m

Geometry

Height210.00 mm

Flange width220.00 mm

Flange thickness t_f11.00 mm

Web thickness t_w7.00 mm

Fillet radius r18.00 mm

Cross-section area A64.340 cm²

Weight G
steel 7850 kg/m³50.50kg/m

Section properties

I5 410.000 cm⁴1 955.000 cm⁴

W_el515.200 cm³177.700 cm³

W_pl568.500 cm³270.600 cm³

i91.70 mm55.10 mm

Torsion & LT buckling

Torsion constant I_t28.090 cm⁴

Warping constant I_w189 610.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 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/ 156.3 kN·m

Shear/ 328.2 kN

Compression/ 910.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl156.3 kN·m / 74.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2067 mm²328.2 kN / 768.5 kN

N_pl,Rd / N_b,Rd1.77 MN / 910.1 kN

N_cr,y / N_cr,z4.49 MN / 1.62 MN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.51

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.