HEM · EN 10365

HEM 200

HEM 200 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 220 mm, flange width 206 mm, weight 103.1 kg/m, cross-section area 131.3 cm², moment of inertia Iy = 10640 cm⁴, elastic section modulus Wel,y = 967.4 cm³.

Cross section · mm

220Height h · mm

206Flange width b · mm

131.28Area A · cm²

103.10Mass G · kg/m

Geometry

Height220.00 mm

Flange width206.00 mm

Flange thickness t_f25.00 mm

Web thickness t_w15.00 mm

Fillet radius r18.00 mm

Cross-section area A131.280 cm²

Weight G
steel 7850 kg/m³103.10kg/m

Section properties

I10 640.000 cm⁴3 651.000 cm⁴

W_el967.400 cm³354.500 cm³

W_pl1 135.000 cm³543.200 cm³

i90.00 mm52.70 mm

Torsion & LT buckling

Torsion constant I_t258.100 cm⁴

Warping constant I_w336 870.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 200 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/ 300.8 kN·m

Shear/ 627.8 kN

Compression/ 1.74 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl300.8 kN·m / 143.9 kN·m

V_c,z,Rd / V_c,y,RdA_v = 4103 mm²627.8 kN / 1.58 MN

N_pl,Rd / N_b,Rd3.48 MN / 1.74 MN

N_cr,y / N_cr,z8.82 MN / 3.03 MN

f_ytf = 25.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.50

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.