IPN · EN 10365

IPN 200

IPN 200 is a European hot-rolled I-beam with tapered flanges (IPN) per EN 10365: height 200 mm, flange width 90 mm, weight 26.2 kg/m, cross-section area 33.4 cm², moment of inertia Iy = 2140 cm⁴, elastic section modulus Wel,y = 214 cm³.

Cross section · mm

200Height h · mm

90Flange width b · mm

33.40Area A · cm²

26.20Mass G · kg/m

Geometry

Height200.00 mm

Flange width90.00 mm

Flange thickness t_f11.30 mm

Web thickness t_w7.50 mm

Fillet radius r7.50 mm

Toe radius r₂4.50 mm

Cross-section area A33.400 cm²

Weight G
steel 7850 kg/m³26.20kg/m

Section properties

I2 140.000 cm⁴117.000 cm⁴

W_el214.000 cm³26.000 cm³

W_pl250.000 cm³43.500 cm³

i80.00 mm18.70 mm

Torsion & LT buckling

Torsion constant I_t13.500 cm⁴

Warping constant I_w10 500.0 cm⁶

Reference

Profile standardEN 10365

EurocodeEN 1993-1-1 (EC3)

Check to EN 1993-1-1

Work out the utilisation of IPN 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/ 68.8 kN·m

Shear/ 247.7 kN

Compression/ 87.1 kN

Steelγ_M0γ_M1L_crmmkClass1

Resistances and factors

M_c,y,Rd / M_c,z,RdW_pl68.8 kN·m / 12.0 kN·m

V_c,z,Rd / V_c,y,RdA_v = 1560 mm²247.7 kN / 322.9 kN

N_pl,Rd / N_b,Rd918.5 kN / 87.1 kN

N_cr,y / N_cr,z1.77 MN / 97.0 kN

f_yEN 10025-2275 MPa

γ_M0 / γ_M11.00 / 1.00

Curve b · χ0.09

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.