HEB · EN 10365

HEB 700

HEB 700 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 700 mm, flange width 300 mm, weight 240.5 kg/m, cross-section area 306.4 cm², moment of inertia Iy = 256900 cm⁴, elastic section modulus Wel,y = 7340 cm³.

Cross section · mm

700Height h · mm

300Flange width b · mm

306.38Area A · cm²

240.50Mass G · kg/m

Geometry

Height700.00 mm

Flange width300.00 mm

Flange thickness t_f32.00 mm

Web thickness t_w17.00 mm

Fillet radius r27.00 mm

Cross-section area A306.380 cm²

Weight G
steel 7850 kg/m³240.50kg/m

Section properties

I256 900.000 cm⁴14 440.000 cm⁴

W_el7 340.000 cm³962.700 cm³

W_pl8 327.000 cm³1 495.000 cm³

i289.60 mm68.70 mm

Torsion & LT buckling

Torsion constant I_t841.700 cm⁴

Warping constant I_w15 900 000.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 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/ 2.21 MNm

Shear/ 2.10 MN

Compression/ 5.76 MN

Steelγ_M0γ_M1L_crmmkf_y265MPaClass1 / 2bending / compression

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl2.21 MNm / 396.2 kN·m

V_c,z,Rd / V_c,y,RdA_v = 13710 mm²2.10 MN / 2.94 MN

N_pl,Rd / N_b,Rd8.12 MN / 5.76 MN

N_cr,y / N_cr,z212.98 MN / 11.97 MN

f_ytf = 32.0 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.