IPE · EN 10365

IPE 360

IPE 360 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 360 mm, flange width 170 mm, weight 57.1 kg/m, cross-section area 72.7 cm², moment of inertia Iy = 16270 cm⁴, elastic section modulus Wel,y = 903.6 cm³.

Cross section · mm

360Height h · mm

170Flange width b · mm

72.73Area A · cm²

57.10Mass G · kg/m

Geometry

Height360.00 mm

Flange width170.00 mm

Flange thickness t_f12.70 mm

Web thickness t_w8.00 mm

Fillet radius r18.00 mm

Cross-section area A72.730 cm²

Weight G
steel 7850 kg/m³57.10kg/m

Section properties

I16 270.000 cm⁴1 043.000 cm⁴

W_el903.600 cm³122.800 cm³

W_pl1 019.000 cm³191.100 cm³

i149.50 mm37.90 mm

Torsion & LT buckling

Torsion constant I_t37.080 cm⁴

Warping constant I_w309 370.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 360 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/ 280.2 kN·m

Shear/ 557.9 kN

Compression/ 669.4 kN

Steelγ_M0γ_M1L_crmmkClass1 / 3bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl280.2 kN·m / 52.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3514 mm²557.9 kN / 685.6 kN

N_pl,Rd / N_b,Rd2.00 MN / 669.4 kN

N_cr,y / N_cr,z13.49 MN / 864.7 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.33

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.