HEM · EN 10365

HEM 180

HEM 180 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 200 mm, flange width 186 mm, weight 88.9 kg/m, cross-section area 113.3 cm², moment of inertia Iy = 7483 cm⁴, elastic section modulus Wel,y = 748.3 cm³.

Cross section · mm

200Height h · mm

186Flange width b · mm

113.25Area A · cm²

88.90Mass G · kg/m

Geometry

Height200.00 mm

Flange width186.00 mm

Flange thickness t_f24.00 mm

Web thickness t_w14.50 mm

Fillet radius r15.00 mm

Cross-section area A113.250 cm²

Weight G
steel 7850 kg/m³88.90kg/m

Section properties

I7 483.000 cm⁴2 580.000 cm⁴

W_el748.300 cm³277.400 cm³

W_pl883.400 cm³425.200 cm³

i81.30 mm47.70 mm

Torsion & LT buckling

Torsion constant I_t201.400 cm⁴

Warping constant I_w194 300.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 180 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/ 234.1 kN·m

Shear/ 530.1 kN

Compression/ 1.32 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl234.1 kN·m / 112.7 kN·m

V_c,z,Rd / V_c,y,RdA_v = 3465 mm²530.1 kN / 1.37 MN

N_pl,Rd / N_b,Rd3.00 MN / 1.32 MN

N_cr,y / N_cr,z6.20 MN / 2.14 MN

f_ytf = 24.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.44

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.