HEA · EN 10365

HEA 100

HEA 100 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 96 mm, flange width 100 mm, weight 16.7 kg/m, cross-section area 21.2 cm², moment of inertia Iy = 349.2 cm⁴, elastic section modulus Wel,y = 72.8 cm³.

Cross section · mm

96Height h · mm

100Flange width b · mm

21.24Area A · cm²

16.70Mass G · kg/m

Geometry

Height96.00 mm

Flange width100.00 mm

Flange thickness t_f8.00 mm

Web thickness t_w5.00 mm

Fillet radius r12.00 mm

Cross-section area A21.240 cm²

Weight G
steel 7850 kg/m³16.70kg/m

Section properties

I349.200 cm⁴133.800 cm⁴

W_el72.760 cm³26.760 cm³

W_pl83.010 cm³41.140 cm³

i40.60 mm25.10 mm

Torsion & LT buckling

Torsion constant I_t5.199 cm⁴

Warping constant I_w2 475.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 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/ 22.8 kN·m

Shear/ 120.0 kN

Compression/ 90.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl22.8 kN·m / 11.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 756 mm²120.0 kN / 254.0 kN

N_pl,Rd / N_b,Rd584.1 kN / 90.1 kN

N_cr,y / N_cr,z289.5 kN / 110.9 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.15

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.