HEM · EN 10365

HEM 100

HEM 100 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 120 mm, flange width 106 mm, weight 41.8 kg/m, cross-section area 53.2 cm², moment of inertia Iy = 1143 cm⁴, elastic section modulus Wel,y = 190.4 cm³.

Cross section · mm

120Height h · mm

106Flange width b · mm

53.24Area A · cm²

41.80Mass G · kg/m

Geometry

Height120.00 mm

Flange width106.00 mm

Flange thickness t_f20.00 mm

Web thickness t_w12.00 mm

Fillet radius r12.00 mm

Cross-section area A53.240 cm²

Weight G
steel 7850 kg/m³41.80kg/m

Section properties

I1 143.000 cm⁴399.200 cm⁴

W_el190.400 cm³75.310 cm³

W_pl235.800 cm³116.300 cm³

i46.30 mm27.40 mm

Torsion & LT buckling

Torsion constant I_t67.280 cm⁴

Warping constant I_w9 430.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 100 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/ 62.5 kN·m

Shear/ 276.0 kN

Compression/ 262.0 kN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl62.5 kN·m / 30.8 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1804 mm²276.0 kN / 648.7 kN

N_pl,Rd / N_b,Rd1.41 MN / 262.0 kN

N_cr,y / N_cr,z947.6 kN / 331.0 kN

f_ytf = 20.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.19

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.