IPN · EN 10365

IPN 600

IPN 600 is a European hot-rolled I-beam with tapered flanges (IPN) per EN 10365: height 600 mm, flange width 215 mm, weight 199 kg/m, cross-section area 253.7 cm², moment of inertia Iy = 139000 cm⁴, elastic section modulus Wel,y = 4630 cm³.

Cross section · mm

600Height h · mm

215Flange width b · mm

253.70Area A · cm²

199.00Mass G · kg/m

Geometry

Height600.00 mm

Flange width215.00 mm

Flange thickness t_f32.40 mm

Web thickness t_w21.60 mm

Fillet radius r21.60 mm

Toe radius r₂13.00 mm

Cross-section area A253.700 cm²

Weight G
steel 7850 kg/m³199.00kg/m

Section properties

I139 000.000 cm⁴4 670.000 cm⁴

W_el4 630.000 cm³434.000 cm³

W_pl5 452.000 cm³752.000 cm³

i234.00 mm43.00 mm

Torsion & LT buckling

Torsion constant I_t787.000 cm⁴

Warping constant I_w3 814 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPN 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/ 1.44 MNm

Shear/ 2.07 MN

Compression/ 2.81 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.44 MNm / 199.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 13538 mm²2.07 MN / 2.13 MN

N_pl,Rd / N_b,Rd6.72 MN / 2.81 MN

N_cr,y / N_cr,z115.24 MN / 3.87 MN

f_ytf = 32.4 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.42

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.