IPE · EN 10365

IPE 270

IPE 270 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 270 mm, flange width 135 mm, weight 36.1 kg/m, cross-section area 46 cm², moment of inertia Iy = 5790 cm⁴, elastic section modulus Wel,y = 428.9 cm³.

Cross section · mm

270Height h · mm

135Flange width b · mm

45.95Area A · cm²

36.10Mass G · kg/m

Geometry

Height270.00 mm

Flange width135.00 mm

Flange thickness t_f10.20 mm

Web thickness t_w6.60 mm

Fillet radius r15.00 mm

Cross-section area A45.950 cm²

Weight G
steel 7850 kg/m³36.10kg/m

Section properties

I5 790.000 cm⁴419.900 cm⁴

W_el428.900 cm³62.200 cm³

W_pl484.000 cm³96.950 cm³

i112.30 mm30.20 mm

Torsion & LT buckling

Torsion constant I_t15.710 cm⁴

Warping constant I_w69 469.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 270 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/ 133.1 kN·m

Shear/ 351.6 kN

Compression/ 288.4 kN

Steelγ_M0γ_M1L_crmmkClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl133.1 kN·m / 26.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2214 mm²351.6 kN / 437.3 kN

N_pl,Rd / N_b,Rd1.26 MN / 288.4 kN

N_cr,y / N_cr,z4.80 MN / 348.1 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.23

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.