HEM · EN 10365

HEM 220

HEM 220 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 240 mm, flange width 226 mm, weight 117.3 kg/m, cross-section area 149.4 cm², moment of inertia Iy = 14600 cm⁴, elastic section modulus Wel,y = 1217 cm³.

Cross section · mm

240Height h · mm

226Flange width b · mm

149.44Area A · cm²

117.30Mass G · kg/m

Geometry

Height240.00 mm

Flange width226.00 mm

Flange thickness t_f26.00 mm

Web thickness t_w15.50 mm

Fillet radius r18.00 mm

Cross-section area A149.440 cm²

Weight G
steel 7850 kg/m³117.30kg/m

Section properties

I14 600.000 cm⁴5 012.000 cm⁴

W_el1 217.000 cm³443.500 cm³

W_pl1 419.000 cm³678.600 cm³

i98.90 mm57.90 mm

Torsion & LT buckling

Torsion constant I_t313.600 cm⁴

Warping constant I_w559 550.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 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/ 376.0 kN·m

Shear/ 693.2 kN

Compression/ 2.19 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl376.0 kN·m / 179.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4531 mm²693.2 kN / 1.80 MN

N_pl,Rd / N_b,Rd3.96 MN / 2.19 MN

N_cr,y / N_cr,z12.10 MN / 4.16 MN

f_ytf = 26.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.55

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.