HEM · EN 10365

HEM 700

HEM 700 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 716 mm, flange width 304 mm, weight 300.7 kg/m, cross-section area 383 cm², moment of inertia Iy = 329300 cm⁴, elastic section modulus Wel,y = 9198 cm³.

Cross section · mm

716Height h · mm

304Flange width b · mm

383.02Area A · cm²

300.70Mass G · kg/m

Geometry

Height716.00 mm

Flange width304.00 mm

Flange thickness t_f40.00 mm

Web thickness t_w21.00 mm

Fillet radius r27.00 mm

Cross-section area A383.020 cm²

Weight G
steel 7850 kg/m³300.70kg/m

Section properties

I329 300.000 cm⁴18 800.000 cm⁴

W_el9 198.000 cm³1 237.000 cm³

W_pl10 540.000 cm³1 929.000 cm³

i293.20 mm70.10 mm

Torsion & LT buckling

Torsion constant I_t1 599.000 cm⁴

Warping constant I_w21 161 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEM 700 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/ 2.79 MNm

Shear/ 2.60 MN

Compression/ 7.31 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl2.79 MNm / 511.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 16982 mm²2.60 MN / 3.72 MN

N_pl,Rd / N_b,Rd10.15 MN / 7.31 MN

N_cr,y / N_cr,z273.01 MN / 15.59 MN

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

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.72

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.