HEB · EN 10365

HEB 600

HEB 600 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 600 mm, flange width 300 mm, weight 211.9 kg/m, cross-section area 270 cm², moment of inertia Iy = 171000 cm⁴, elastic section modulus Wel,y = 5701 cm³.

Cross section · mm

600Height h · mm

300Flange width b · mm

269.96Area A · cm²

211.90Mass G · kg/m

Geometry

Height600.00 mm

Flange width300.00 mm

Flange thickness t_f30.00 mm

Web thickness t_w15.50 mm

Fillet radius r27.00 mm

Cross-section area A269.960 cm²

Weight G
steel 7850 kg/m³211.90kg/m

Section properties

I171 000.000 cm⁴13 530.000 cm⁴

W_el5 701.000 cm³902.000 cm³

W_pl6 425.000 cm³1 391.000 cm³

i251.70 mm70.80 mm

Torsion & LT buckling

Torsion constant I_t679.600 cm⁴

Warping constant I_w10 838 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 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/ 1.70 MNm

Shear/ 1.70 MN

Compression/ 5.19 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.70 MNm / 368.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 11081 mm²1.70 MN / 2.75 MN

N_pl,Rd / N_b,Rd7.15 MN / 5.19 MN

N_cr,y / N_cr,z141.77 MN / 11.22 MN

f_ytf = 30.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.73

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.