HEM · EN 10365

HEM 900

HEM 900 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 910 mm, flange width 302 mm, weight 332.5 kg/m, cross-section area 423.6 cm², moment of inertia Iy = 570400 cm⁴, elastic section modulus Wel,y = 12540 cm³.

Cross section · mm

910Height h · mm

302Flange width b · mm

423.63Area A · cm²

332.50Mass G · kg/m

Geometry

Height910.00 mm

Flange width302.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r30.00 mm

Cross-section area A423.630 cm²

Weight G
steel 7850 kg/m³332.50kg/m

Section properties

I570 400.000 cm⁴18 450.000 cm⁴

W_el12 540.000 cm³1 222.000 cm³

W_pl14 440.000 cm³1 929.000 cm³

i367.00 mm66.00 mm

Torsion & LT buckling

Torsion constant I_t1 689.000 cm⁴

Warping constant I_w34 419 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 900 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/ 3.83 MNm

Shear/ 3.28 MN

Compression/ 7.73 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 3bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl3.83 MNm / 511.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 21443 mm²3.28 MN / 3.70 MN

N_pl,Rd / N_b,Rd11.23 MN / 7.73 MN

N_cr,y / N_cr,z472.89 MN / 15.30 MN

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

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.69

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.