IPE · EN 10365

IPE 220

IPE 220 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 220 mm, flange width 110 mm, weight 26.2 kg/m, cross-section area 33.4 cm², moment of inertia Iy = 2772 cm⁴, elastic section modulus Wel,y = 252 cm³.

Cross section · mm

220Height h · mm

110Flange width b · mm

33.37Area A · cm²

26.20Mass G · kg/m

Geometry

Height220.00 mm

Flange width110.00 mm

Flange thickness t_f9.20 mm

Web thickness t_w5.90 mm

Fillet radius r12.00 mm

Cross-section area A33.370 cm²

Weight G
steel 7850 kg/m³26.20kg/m

Section properties

I2 772.000 cm⁴204.900 cm⁴

W_el252.000 cm³37.250 cm³

W_pl285.400 cm³58.110 cm³

i91.10 mm24.80 mm

Torsion & LT buckling

Torsion constant I_t8.982 cm⁴

Warping constant I_w22 310.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 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/ 78.5 kN·m

Shear/ 252.1 kN

Compression/ 146.6 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl78.5 kN·m / 16.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1588 mm²252.1 kN / 321.4 kN

N_pl,Rd / N_b,Rd917.7 kN / 146.6 kN

N_cr,y / N_cr,z2.30 MN / 169.9 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.16

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.