HEB · EN 10365

HEB 500

HEB 500 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 500 mm, flange width 300 mm, weight 187.3 kg/m, cross-section area 238.6 cm², moment of inertia Iy = 107200 cm⁴, elastic section modulus Wel,y = 4287 cm³.

Cross section · mm

500Height h · mm

300Flange width b · mm

238.64Area A · cm²

187.30Mass G · kg/m

Geometry

Height500.00 mm

Flange width300.00 mm

Flange thickness t_f28.00 mm

Web thickness t_w14.50 mm

Fillet radius r27.00 mm

Cross-section area A238.640 cm²

Weight G
steel 7850 kg/m³187.30kg/m

Section properties

I107 200.000 cm⁴12 620.000 cm⁴

W_el4 287.000 cm³841.600 cm³

W_pl4 815.000 cm³1 292.000 cm³

i211.90 mm72.70 mm

Torsion & LT buckling

Torsion constant I_t549.900 cm⁴

Warping constant I_w6 920 700.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 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/ 1.28 MNm

Shear/ 1.37 MN

Compression/ 4.67 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.28 MNm / 342.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 8982 mm²1.37 MN / 2.57 MN

N_pl,Rd / N_b,Rd6.32 MN / 4.67 MN

N_cr,y / N_cr,z88.87 MN / 10.46 MN

f_ytf = 28.0 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.