HEB · EN 10365

HEB 400

HEB 400 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 400 mm, flange width 300 mm, weight 155.3 kg/m, cross-section area 197.8 cm², moment of inertia Iy = 57680 cm⁴, elastic section modulus Wel,y = 2884 cm³.

Cross section · mm

400Height h · mm

300Flange width b · mm

197.78Area A · cm²

155.30Mass G · kg/m

Geometry

Height400.00 mm

Flange width300.00 mm

Flange thickness t_f24.00 mm

Web thickness t_w13.50 mm

Fillet radius r27.00 mm

Cross-section area A197.780 cm²

Weight G
steel 7850 kg/m³155.30kg/m

Section properties

I57 680.000 cm⁴10 820.000 cm⁴

W_el2 884.000 cm³721.300 cm³

W_pl3 232.000 cm³1 104.000 cm³

i170.80 mm74.00 mm

Torsion & LT buckling

Torsion constant I_t361.100 cm⁴

Warping constant I_w3 751 100.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 400 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/ 856.5 kN·m

Shear/ 1.07 MN

Compression/ 3.91 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl856.5 kN·m / 292.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 6998 mm²1.07 MN / 2.20 MN

N_pl,Rd / N_b,Rd5.24 MN / 3.91 MN

N_cr,y / N_cr,z47.82 MN / 8.97 MN

f_ytf = 24.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.75

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.