IPE · EN 10365

IPE 600

IPE 600 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 600 mm, flange width 220 mm, weight 122.4 kg/m, cross-section area 156 cm², moment of inertia Iy = 92080 cm⁴, elastic section modulus Wel,y = 3069 cm³.

Cross section · mm

600Height h · mm

220Flange width b · mm

155.98Area A · cm²

122.40Mass G · kg/m

Geometry

Height600.00 mm

Flange width220.00 mm

Flange thickness t_f19.00 mm

Web thickness t_w12.00 mm

Fillet radius r24.00 mm

Cross-section area A155.980 cm²

Weight G
steel 7850 kg/m³122.40kg/m

Section properties

I92 080.000 cm⁴3 387.000 cm⁴

W_el3 069.000 cm³307.900 cm³

W_pl3 512.000 cm³485.600 cm³

i243.00 mm46.60 mm

Torsion & LT buckling

Torsion constant I_t164.600 cm⁴

Warping constant I_w2 814 700.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 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/ 930.7 kN·m

Shear/ 1.28 MN

Compression/ —

The compression check is not available: in uniform compression the section is class 4 and effective properties per EN 1993-1-5 are required. Bending and shear are unaffected.

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 4bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl930.7 kN·m / 128.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 8378 mm²1.28 MN / 1.28 MN

N_pl,Rd / N_b,Rd— / —

N_cr,y / N_cr,z76.34 MN / 2.81 MN

f_ytf = 19.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.47

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.