IPE · EN 10365

IPE 200

IPE 200 is a European hot-rolled I-beam (wide-flange section) per EN 10365: height 200 mm, flange width 100 mm, weight 22.4 kg/m, cross-section area 28.5 cm², moment of inertia Iy = 1943 cm⁴, elastic section modulus Wel,y = 194.3 cm³.

Cross section · mm

200Height h · mm

100Flange width b · mm

28.48Area A · cm²

22.40Mass G · kg/m

Geometry

Height200.00 mm

Flange width100.00 mm

Flange thickness t_f8.50 mm

Web thickness t_w5.60 mm

Fillet radius r12.00 mm

Cross-section area A28.480 cm²

Weight G
steel 7850 kg/m³22.40kg/m

Section properties

I1 943.000 cm⁴142.400 cm⁴

W_el194.300 cm³28.470 cm³

W_pl220.600 cm³44.610 cm³

i82.60 mm22.40 mm

Torsion & LT buckling

Torsion constant I_t6.846 cm⁴

Warping constant I_w12 746.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPE 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/ 60.7 kN·m

Shear/ 222.2 kN

Compression/ 103.5 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl60.7 kN·m / 12.3 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1400 mm²222.2 kN / 269.9 kN

N_pl,Rd / N_b,Rd783.2 kN / 103.5 kN

N_cr,y / N_cr,z1.61 MN / 118.1 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.13

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.