HEM · EN 10365

HEM 500

HEM 500 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 524 mm, flange width 306 mm, weight 270.3 kg/m, cross-section area 344.3 cm², moment of inertia Iy = 161900 cm⁴, elastic section modulus Wel,y = 6180 cm³.

Cross section · mm

524Height h · mm

306Flange width b · mm

344.30Area A · cm²

270.30Mass G · kg/m

Geometry

Height524.00 mm

Flange width306.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r27.00 mm

Cross-section area A344.300 cm²

Weight G
steel 7850 kg/m³270.30kg/m

Section properties

I161 900.000 cm⁴19 150.000 cm⁴

W_el6 180.000 cm³1 252.000 cm³

W_pl7 094.000 cm³1 932.000 cm³

i216.90 mm74.60 mm

Torsion & LT buckling

Torsion constant I_t1 548.000 cm⁴

Warping constant I_w11 012 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 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/ 1.88 MNm

Shear/ 1.98 MN

Compression/ 6.84 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.88 MNm / 512.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 12950 mm²1.98 MN / 3.75 MN

N_pl,Rd / N_b,Rd9.12 MN / 6.84 MN

N_cr,y / N_cr,z134.22 MN / 15.88 MN

f_ytf = 40.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.75

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.