HEA · EN 10365

HEA 200

HEA 200 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 190 mm, flange width 200 mm, weight 42.3 kg/m, cross-section area 53.8 cm², moment of inertia Iy = 3692 cm⁴, elastic section modulus Wel,y = 388.6 cm³.

Cross section · mm

190Height h · mm

200Flange width b · mm

53.83Area A · cm²

42.30Mass G · kg/m

Geometry

Height190.00 mm

Flange width200.00 mm

Flange thickness t_f10.00 mm

Web thickness t_w6.50 mm

Fillet radius r18.00 mm

Cross-section area A53.830 cm²

Weight G
steel 7850 kg/m³42.30kg/m

Section properties

I3 692.000 cm⁴1 336.000 cm⁴

W_el388.600 cm³133.600 cm³

W_pl429.500 cm³203.800 cm³

i82.80 mm49.80 mm

Torsion & LT buckling

Torsion constant I_t20.430 cm⁴

Warping constant I_w105 580.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEA 200 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/ 118.1 kN·m

Shear/ 287.1 kN

Compression/ 673.9 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl118.1 kN·m / 56.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1808 mm²287.1 kN / 635.1 kN

N_pl,Rd / N_b,Rd1.48 MN / 673.9 kN

N_cr,y / N_cr,z3.06 MN / 1.11 MN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve c · χ0.46

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.