IPN · EN 10365

IPN 160

IPN 160 is a European hot-rolled I-beam with tapered flanges (IPN) per EN 10365: height 160 mm, flange width 74 mm, weight 17.9 kg/m, cross-section area 22.8 cm², moment of inertia Iy = 935 cm⁴, elastic section modulus Wel,y = 117 cm³.

Cross section · mm

160Height h · mm

74Flange width b · mm

22.80Area A · cm²

17.90Mass G · kg/m

Geometry

Height160.00 mm

Flange width74.00 mm

Flange thickness t_f9.50 mm

Web thickness t_w6.30 mm

Fillet radius r6.30 mm

Toe radius r₂3.80 mm

Cross-section area A22.800 cm²

Weight G
steel 7850 kg/m³17.90kg/m

Section properties

I935.000 cm⁴54.700 cm⁴

W_el117.000 cm³14.800 cm³

W_pl136.000 cm³24.900 cm³

i64.00 mm15.50 mm

Torsion & LT buckling

Torsion constant I_t6.570 cm⁴

Warping constant I_w3 140.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPN 160 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/ 37.4 kN·m

Shear/ 167.3 kN

Compression/ 41.5 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl37.4 kN·m / 6.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1054 mm²167.3 kN / 223.2 kN

N_pl,Rd / N_b,Rd627.0 kN / 41.5 kN

N_cr,y / N_cr,z775.2 kN / 45.3 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.07

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.