IPE · EN 10365

IPE 330

IPE 330 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 330 mm, flange width 160 mm, weight 49.1 kg/m, cross-section area 62.6 cm², moment of inertia Iy = 11770 cm⁴, elastic section modulus Wel,y = 713.1 cm³.

Cross section · mm

330Height h · mm

160Flange width b · mm

62.61Area A · cm²

49.10Mass G · kg/m

Geometry

Height330.00 mm

Flange width160.00 mm

Flange thickness t_f11.50 mm

Web thickness t_w7.50 mm

Fillet radius r18.00 mm

Cross-section area A62.610 cm²

Weight G
steel 7850 kg/m³49.10kg/m

Section properties

I11 770.000 cm⁴788.100 cm⁴

W_el713.100 cm³98.520 cm³

W_pl804.300 cm³153.700 cm³

i137.10 mm35.50 mm

Torsion & LT buckling

Torsion constant I_t27.590 cm⁴

Warping constant I_w196 090.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 330 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/ 221.2 kN·m

Shear/ 489.2 kN

Compression/ 517.5 kN

Steelγ_M0γ_M1L_crmmkClass1 / 3bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl221.2 kN·m / 42.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3081 mm²489.2 kN / 584.3 kN

N_pl,Rd / N_b,Rd1.72 MN / 517.5 kN

N_cr,y / N_cr,z9.76 MN / 653.4 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.30

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.