HEB · EN 10365

HEB 360

HEB 360 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 360 mm, flange width 300 mm, weight 141.8 kg/m, cross-section area 180.6 cm², moment of inertia Iy = 43190 cm⁴, elastic section modulus Wel,y = 2400 cm³.

Cross section · mm

360Height h · mm

300Flange width b · mm

180.63Area A · cm²

141.80Mass G · kg/m

Geometry

Height360.00 mm

Flange width300.00 mm

Flange thickness t_f22.50 mm

Web thickness t_w12.50 mm

Fillet radius r27.00 mm

Cross-section area A180.630 cm²

Weight G
steel 7850 kg/m³141.80kg/m

Section properties

I43 190.000 cm⁴10 140.000 cm⁴

W_el2 400.000 cm³676.100 cm³

W_pl2 683.000 cm³1 032.000 cm³

i154.60 mm74.90 mm

Torsion & LT buckling

Torsion constant I_t297.900 cm⁴

Warping constant I_w2 829 300.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 360 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/ 711.0 kN·m

Shear/ 927.1 kN

Compression/ 3.31 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl711.0 kN·m / 273.5 kN·m

V_c,z,Rd / V_c,y,RdA_v = 6059 mm²927.1 kN / 2.07 MN

N_pl,Rd / N_b,Rd4.79 MN / 3.31 MN

N_cr,y / N_cr,z35.81 MN / 8.41 MN

f_ytf = 22.5 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.69

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.