HEB · EN 10365

HEB 100

HEB 100 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 100 mm, flange width 100 mm, weight 20.4 kg/m, cross-section area 26 cm², moment of inertia Iy = 449.5 cm⁴, elastic section modulus Wel,y = 89.9 cm³.

Cross section · mm

100Height h · mm

100Flange width b · mm

26.04Area A · cm²

20.40Mass G · kg/m

Geometry

Height100.00 mm

Flange width100.00 mm

Flange thickness t_f10.00 mm

Web thickness t_w6.00 mm

Fillet radius r12.00 mm

Cross-section area A26.040 cm²

Weight G
steel 7850 kg/m³20.40kg/m

Section properties

I449.500 cm⁴167.300 cm⁴

W_el89.910 cm³33.450 cm³

W_pl104.200 cm³51.420 cm³

i41.60 mm25.30 mm

Torsion & LT buckling

Torsion constant I_t9.309 cm⁴

Warping constant I_w3 233.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 100 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/ 28.7 kN·m

Shear/ 143.5 kN

Compression/ 112.5 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl28.7 kN·m / 14.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 904 mm²143.5 kN / 317.5 kN

N_pl,Rd / N_b,Rd716.1 kN / 112.5 kN

N_cr,y / N_cr,z372.7 kN / 138.7 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.16

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.