HEA · EN 10365

HEA 650

HEA 650 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 640 mm, flange width 300 mm, weight 189.7 kg/m, cross-section area 241.6 cm², moment of inertia Iy = 175200 cm⁴, elastic section modulus Wel,y = 5474 cm³.

Cross section · mm

640Height h · mm

300Flange width b · mm

241.64Area A · cm²

189.70Mass G · kg/m

Geometry

Height640.00 mm

Flange width300.00 mm

Flange thickness t_f26.00 mm

Web thickness t_w13.50 mm

Fillet radius r27.00 mm

Cross-section area A241.640 cm²

Weight G
steel 7850 kg/m³189.70kg/m

Section properties

I175 200.000 cm⁴11 720.000 cm⁴

W_el5 474.000 cm³781.600 cm³

W_pl6 136.000 cm³1 205.000 cm³

i269.30 mm69.70 mm

Torsion & LT buckling

Torsion constant I_t458.600 cm⁴

Warping constant I_w10 915 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 650 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/ 1.63 MNm

Shear/ 1.58 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_pl1.63 MNm / 319.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 10319 mm²1.58 MN / 2.39 MN

N_pl,Rd / N_b,Rd— / —

N_cr,y / N_cr,z145.25 MN / 9.72 MN

f_ytf = 26.0 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.