HEA · EN 10365

HEA 500

HEA 500 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 490 mm, flange width 300 mm, weight 155.1 kg/m, cross-section area 197.5 cm², moment of inertia Iy = 86970 cm⁴, elastic section modulus Wel,y = 3550 cm³.

Cross section · mm

490Height h · mm

300Flange width b · mm

197.54Area A · cm²

155.10Mass G · kg/m

Geometry

Height490.00 mm

Flange width300.00 mm

Flange thickness t_f23.00 mm

Web thickness t_w12.00 mm

Fillet radius r27.00 mm

Cross-section area A197.540 cm²

Weight G
steel 7850 kg/m³155.10kg/m

Section properties

I86 970.000 cm⁴10 370.000 cm⁴

W_el3 550.000 cm³691.100 cm³

W_pl3 949.000 cm³1 059.000 cm³

i209.80 mm72.40 mm

Torsion & LT buckling

Torsion constant I_t317.700 cm⁴

Warping constant I_w5 569 200.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 500 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/ 1.05 MNm

Shear/ 1.14 MN

Compression/ 3.86 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.05 MNm / 280.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 7472 mm²1.14 MN / 2.11 MN

N_pl,Rd / N_b,Rd5.23 MN / 3.86 MN

N_cr,y / N_cr,z72.10 MN / 8.60 MN

f_ytf = 23.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.74

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.