HEM · EN 10365

HEM 600

HEM 600 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 620 mm, flange width 305 mm, weight 285.5 kg/m, cross-section area 363.7 cm², moment of inertia Iy = 237400 cm⁴, elastic section modulus Wel,y = 7660 cm³.

Cross section · mm

620Height h · mm

305Flange width b · mm

363.66Area A · cm²

285.50Mass G · kg/m

Geometry

Height620.00 mm

Flange width305.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r27.00 mm

Cross-section area A363.660 cm²

Weight G
steel 7850 kg/m³285.50kg/m

Section properties

I237 400.000 cm⁴18 980.000 cm⁴

W_el7 660.000 cm³1 244.000 cm³

W_pl8 772.000 cm³1 930.000 cm³

i255.50 mm72.20 mm

Torsion & LT buckling

Torsion constant I_t1 574.000 cm⁴

Warping constant I_w15 700 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 600 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/ 2.32 MNm

Shear/ 2.29 MN

Compression/ 7.08 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl2.32 MNm / 511.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 14966 mm²2.29 MN / 3.73 MN

N_pl,Rd / N_b,Rd9.64 MN / 7.08 MN

N_cr,y / N_cr,z196.82 MN / 15.74 MN

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

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.74

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.