HEA · EN 10365

HEA 240

HEA 240 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 230 mm, flange width 240 mm, weight 60.3 kg/m, cross-section area 76.8 cm², moment of inertia Iy = 7763 cm⁴, elastic section modulus Wel,y = 675.1 cm³.

Cross section · mm

230Height h · mm

240Flange width b · mm

76.84Area A · cm²

60.30Mass G · kg/m

Geometry

Height230.00 mm

Flange width240.00 mm

Flange thickness t_f12.00 mm

Web thickness t_w7.50 mm

Fillet radius r21.00 mm

Cross-section area A76.840 cm²

Weight G
steel 7850 kg/m³60.30kg/m

Section properties

I7 763.000 cm⁴2 769.000 cm⁴

W_el675.100 cm³230.700 cm³

W_pl744.600 cm³351.700 cm³

i100.50 mm60.00 mm

Torsion & LT buckling

Torsion constant I_t41.030 cm⁴

Warping constant I_w321 640.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 240 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/ 204.8 kN·m

Shear/ 399.8 kN

Compression/ 1.19 MN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl204.8 kN·m / 96.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2518 mm²399.8 kN / 914.5 kN

N_pl,Rd / N_b,Rd2.11 MN / 1.19 MN

N_cr,y / N_cr,z6.44 MN / 2.30 MN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.56

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.