IPN 240

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
240mm
Width (b):
106mm
Web thickness (tw):
8.7mm
Flange thickness (tf):
13.1mm
Radius (r):
8.7mm
Radius 2 (r2):
5.2mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.250E7
Z-axis:
2.210E6
Elastic section modulus (Wel):mm³
Y-axis:
3.540E5
Z-axis:
41700
Plastic section modulus (Wpl):mm³
Y-axis:
4.120E5
Z-axis:
70000
Radius of gyration (i):mm
Y-axis:
95.9
Z-axis:
22
Plastic shear area (Av):mm²
Y-axis:
2777
Z-axis:
2233

Weight per meter:
36.2kg/m
Area (A):
4610mm²
Surface area per meter:
0.844m²/m
Torsion constant (It):
2.500E5mm⁴
Warping constant (Iw):
2.870E10mm⁶

Profile overview for IPN 240

The IPN 240 is a structural steel cross-section utilized in commercial construction, industrial framing, and mechanical engineering. Manufactured as a hot rolled section, it complies with EN 10365 dimensional standards, ensuring predictability in detailing and fabrication.Access to its exact geometric and statical properties is essential for 3D modeling and structural verification.

Geometry: This open profile features a total depth (h) of 240 mm and a flange width (b) of 106 mm, supported by a 8.7 mm thick web and 13.1 mm thick flanges. With a cross-sectional area of 4610 mm² and a linear mass of 36.2 kg/m, the IPN 240 offers a distinct stiffness-to-weight ratio for both column (axial) and beam applications.

Section properties: For design of bending, the major and minor axis properties dictate the member's structural capacity. The strong-axis moment of inertia (Iy) of 42500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 412000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2210000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 240 provides a y-axis shear area (at strong bending axis) of 2777.2 mm² for web shear verification and a torsion constant of 250000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 28700000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.