IPN · EN 10365

IPN 360

IPN 360 is a European hot-rolled I-beam with tapered flanges (IPN) per EN 10365: height 360 mm, flange width 143 mm, weight 76.1 kg/m, cross-section area 97 cm², moment of inertia Iy = 19610 cm⁴, elastic section modulus Wel,y = 1090 cm³.

Cross section · mm

360Height h · mm

143Flange width b · mm

97.00Area A · cm²

76.10Mass G · kg/m

Geometry

Height360.00 mm

Flange width143.00 mm

Flange thickness t_f19.50 mm

Web thickness t_w13.00 mm

Fillet radius r13.00 mm

Toe radius r₂7.80 mm

Cross-section area A97.000 cm²

Weight G
steel 7850 kg/m³76.10kg/m

Section properties

I19 610.000 cm⁴818.000 cm⁴

W_el1 090.000 cm³114.000 cm³

W_pl1 276.000 cm³194.000 cm³

i142.00 mm29.00 mm

Torsion & LT buckling

Torsion constant I_t115.000 cm⁴

Warping constant I_w240 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPN 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/ 338.1 kN·m

Shear/ 747.2 kN

Compression/ 564.7 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl338.1 kN·m / 51.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4884 mm²747.2 kN / 853.3 kN

N_pl,Rd / N_b,Rd2.57 MN / 564.7 kN

N_cr,y / N_cr,z16.26 MN / 678.2 kN

f_ytf = 19.5 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.22

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.