HEA · EN 10365

HEA 600

HEA 600 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 590 mm, flange width 300 mm, weight 177.8 kg/m, cross-section area 226.5 cm², moment of inertia Iy = 141200 cm⁴, elastic section modulus Wel,y = 4787 cm³.

Cross section · mm

590Height h · mm

300Flange width b · mm

226.46Area A · cm²

177.80Mass G · kg/m

Geometry

Height590.00 mm

Flange width300.00 mm

Flange thickness t_f25.00 mm

Web thickness t_w13.00 mm

Fillet radius r27.00 mm

Cross-section area A226.460 cm²

Weight G
steel 7850 kg/m³177.80kg/m

Section properties

I141 200.000 cm⁴11 270.000 cm⁴

W_el4 787.000 cm³751.400 cm³

W_pl5 350.000 cm³1 156.000 cm³

i249.70 mm70.50 mm

Torsion & LT buckling

Torsion constant I_t407.500 cm⁴

Warping constant I_w8 879 600.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 600 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/ 1.42 MNm

Shear/ 1.43 MN

Compression/ 4.34 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 3bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.42 MNm / 306.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 9321 mm²1.43 MN / 2.29 MN

N_pl,Rd / N_b,Rd6.00 MN / 4.34 MN

N_cr,y / N_cr,z117.06 MN / 9.34 MN

f_ytf = 25.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.72

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.