IPE · EN 10365

IPE 120

IPE 120 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 120 mm, flange width 64 mm, weight 10.4 kg/m, cross-section area 13.2 cm², moment of inertia Iy = 317.8 cm⁴, elastic section modulus Wel,y = 53 cm³.

Cross section · mm

120Height h · mm

64Flange width b · mm

13.21Area A · cm²

10.40Mass G · kg/m

Geometry

Height120.00 mm

Flange width64.00 mm

Flange thickness t_f6.30 mm

Web thickness t_w4.40 mm

Fillet radius r7.00 mm

Cross-section area A13.210 cm²

Weight G
steel 7850 kg/m³10.40kg/m

Section properties

I317.800 cm⁴27.670 cm⁴

W_el52.960 cm³8.646 cm³

W_pl60.730 cm³13.580 cm³

i49.00 mm14.50 mm

Torsion & LT buckling

Torsion constant I_t1.689 cm⁴

Warping constant I_w872.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 120 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/ 16.7 kN·m

Shear/ 100.1 kN

Compression/ 21.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl16.7 kN·m / 3.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 631 mm²100.1 kN / 128.0 kN

N_pl,Rd / N_b,Rd363.3 kN / 21.1 kN

N_cr,y / N_cr,z263.5 kN / 22.9 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.06

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.