HEA · EN 10365

HEA 360

HEA 360 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 350 mm, flange width 300 mm, weight 112.1 kg/m, cross-section area 142.8 cm², moment of inertia Iy = 33090 cm⁴, elastic section modulus Wel,y = 1891 cm³.

Cross section · mm

350Height h · mm

300Flange width b · mm

142.76Area A · cm²

112.10Mass G · kg/m

Geometry

Height350.00 mm

Flange width300.00 mm

Flange thickness t_f17.50 mm

Web thickness t_w10.00 mm

Fillet radius r27.00 mm

Cross-section area A142.760 cm²

Weight G
steel 7850 kg/m³112.10kg/m

Section properties

I33 090.000 cm⁴7 887.000 cm⁴

W_el1 891.000 cm³525.800 cm³

W_pl2 088.000 cm³802.300 cm³

i152.20 mm74.30 mm

Torsion & LT buckling

Torsion constant I_t151.000 cm⁴

Warping constant I_w2 137 700.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 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/ 553.3 kN·m

Shear/ 749.1 kN

Compression/ 2.60 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl553.3 kN·m / 212.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4896 mm²749.1 kN / 1.61 MN

N_pl,Rd / N_b,Rd3.78 MN / 2.60 MN

N_cr,y / N_cr,z27.43 MN / 6.54 MN

f_ytf = 17.5 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.