IPE · EN 10365

IPE 180

IPE 180 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 180 mm, flange width 91 mm, weight 18.8 kg/m, cross-section area 24 cm², moment of inertia Iy = 1317 cm⁴, elastic section modulus Wel,y = 146.3 cm³.

Cross section · mm

180Height h · mm

91Flange width b · mm

23.95Area A · cm²

18.80Mass G · kg/m

Geometry

Height180.00 mm

Flange width91.00 mm

Flange thickness t_f8.00 mm

Web thickness t_w5.30 mm

Fillet radius r9.00 mm

Cross-section area A23.950 cm²

Weight G
steel 7850 kg/m³18.80kg/m

Section properties

I1 317.000 cm⁴100.900 cm⁴

W_el146.300 cm³22.160 cm³

W_pl166.400 cm³34.600 cm³

i74.20 mm20.50 mm

Torsion & LT buckling

Torsion constant I_t4.723 cm⁴

Warping constant I_w7 322.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 180 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/ 45.8 kN·m

Shear/ 178.7 kN

Compression/ 74.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl45.8 kN·m / 9.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1125 mm²178.7 kN / 231.2 kN

N_pl,Rd / N_b,Rd658.6 kN / 74.2 kN

N_cr,y / N_cr,z1.09 MN / 83.7 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.11

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.