IPE · EN 10365

IPE 300

IPE 300 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 300 mm, flange width 150 mm, weight 42.2 kg/m, cross-section area 53.8 cm², moment of inertia Iy = 8356 cm⁴, elastic section modulus Wel,y = 557.1 cm³.

Cross section · mm

300Height h · mm

150Flange width b · mm

53.81Area A · cm²

42.20Mass G · kg/m

Geometry

Height300.00 mm

Flange width150.00 mm

Flange thickness t_f10.70 mm

Web thickness t_w7.10 mm

Fillet radius r15.00 mm

Cross-section area A53.810 cm²

Weight G
steel 7850 kg/m³42.20kg/m

Section properties

I8 356.000 cm⁴603.800 cm⁴

W_el557.100 cm³80.500 cm³

W_pl628.400 cm³125.200 cm³

i124.60 mm33.50 mm

Torsion & LT buckling

Torsion constant I_t19.750 cm⁴

Warping constant I_w124 260.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 300 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/ 172.8 kN·m

Shear/ 407.7 kN

Compression/ 403.6 kN

Steelγ_M0γ_M1L_crmmkClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl172.8 kN·m / 34.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2568 mm²407.7 kN / 509.7 kN

N_pl,Rd / N_b,Rd1.48 MN / 403.6 kN

N_cr,y / N_cr,z6.93 MN / 500.6 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.27

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.