HEM · EN 10365

HEM 800

HEM 800 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 814 mm, flange width 303 mm, weight 317.3 kg/m, cross-section area 404.3 cm², moment of inertia Iy = 442600 cm⁴, elastic section modulus Wel,y = 10870 cm³.

Cross section · mm

814Height h · mm

303Flange width b · mm

404.27Area A · cm²

317.30Mass G · kg/m

Geometry

Height814.00 mm

Flange width303.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r30.00 mm

Cross-section area A404.270 cm²

Weight G
steel 7850 kg/m³317.30kg/m

Section properties

I442 600.000 cm⁴18 630.000 cm⁴

W_el10 870.000 cm³1 230.000 cm³

W_pl12 490.000 cm³1 930.000 cm³

i330.90 mm67.90 mm

Torsion & LT buckling

Torsion constant I_t1 663.000 cm⁴

Warping constant I_w27 472 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 800 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/ 3.31 MNm

Shear/ 2.97 MN

Compression/ 7.54 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl3.31 MNm / 511.4 kN·m

V_c,z,Rd / V_c,y,RdA_v = 19427 mm²2.97 MN / 3.71 MN

N_pl,Rd / N_b,Rd10.71 MN / 7.54 MN

N_cr,y / N_cr,z366.94 MN / 15.45 MN

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

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.70

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.