HEA · EN 10365

HEA 700

HEA 700 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 690 mm, flange width 300 mm, weight 204.5 kg/m, cross-section area 260.5 cm², moment of inertia Iy = 215300 cm⁴, elastic section modulus Wel,y = 6241 cm³.

Cross section · mm

690Height h · mm

300Flange width b · mm

260.48Area A · cm²

204.50Mass G · kg/m

Geometry

Height690.00 mm

Flange width300.00 mm

Flange thickness t_f27.00 mm

Web thickness t_w14.50 mm

Fillet radius r27.00 mm

Cross-section area A260.480 cm²

Weight G
steel 7850 kg/m³204.50kg/m

Section properties

I215 300.000 cm⁴12 180.000 cm⁴

W_el6 241.000 cm³811.900 cm³

W_pl7 032.000 cm³1 257.000 cm³

i287.50 mm68.40 mm

Torsion & LT buckling

Torsion constant I_t522.800 cm⁴

Warping constant I_w13 223 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 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/ 1.86 MNm

Shear/ 1.79 MN

Compression/ —

The compression check is not available: in uniform compression the section is class 4 and effective properties per EN 1993-1-5 are required. Bending and shear are unaffected.

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 4bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl1.86 MNm / 333.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 11698 mm²1.79 MN / 2.48 MN

N_pl,Rd / N_b,Rd— / —

N_cr,y / N_cr,z178.49 MN / 10.10 MN

f_ytf = 27.0 mm > 16 mm, EN 10025-2265 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.71

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.