HEM · EN 10365

HEM 360

HEM 360 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 395 mm, flange width 308 mm, weight 250.3 kg/m, cross-section area 318.8 cm², moment of inertia Iy = 84870 cm⁴, elastic section modulus Wel,y = 4297 cm³.

Cross section · mm

395Height h · mm

308Flange width b · mm

318.81Area A · cm²

250.30Mass G · kg/m

Geometry

Height395.00 mm

Flange width308.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r27.00 mm

Cross-section area A318.810 cm²

Weight G
steel 7850 kg/m³250.30kg/m

Section properties

I84 870.000 cm⁴19 520.000 cm⁴

W_el4 297.000 cm³1 268.000 cm³

W_pl4 989.000 cm³1 942.000 cm³

i163.20 mm78.30 mm

Torsion & LT buckling

Torsion constant I_t1 517.000 cm⁴

Warping constant I_w6 009 300.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 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/ 1.32 MNm

Shear/ 1.57 MN

Compression/ 6.51 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.32 MNm / 514.6 kN·m

V_c,z,Rd / V_c,y,RdA_v = 10241 mm²1.57 MN / 3.77 MN

N_pl,Rd / N_b,Rd8.45 MN / 6.51 MN

N_cr,y / N_cr,z70.36 MN / 16.18 MN

f_ytf = 40.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.77

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.