HEB · EN 10365

HEB 200

HEB 200 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 200 mm, flange width 200 mm, weight 61.3 kg/m, cross-section area 78.1 cm², moment of inertia Iy = 5696 cm⁴, elastic section modulus Wel,y = 569.6 cm³.

Cross section · mm

200Height h · mm

200Flange width b · mm

78.08Area A · cm²

61.30Mass G · kg/m

Geometry

Height200.00 mm

Flange width200.00 mm

Flange thickness t_f15.00 mm

Web thickness t_w9.00 mm

Fillet radius r18.00 mm

Cross-section area A78.080 cm²

Weight G
steel 7850 kg/m³61.30kg/m

Section properties

I5 696.000 cm⁴2 003.000 cm⁴

W_el569.600 cm³200.300 cm³

W_pl642.500 cm³305.800 cm³

i85.40 mm50.70 mm

Torsion & LT buckling

Torsion constant I_t59.590 cm⁴

Warping constant I_w167 060.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of HEB 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/ 176.7 kN·m

Shear/ 394.2 kN

Compression/ 998.2 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl176.7 kN·m / 84.1 kN·m

V_c,z,Rd / V_c,y,RdA_v = 2483 mm²394.2 kN / 952.6 kN

N_pl,Rd / N_b,Rd2.15 MN / 998.2 kN

N_cr,y / N_cr,z4.72 MN / 1.66 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.