IPEO 240

Production class: hot rolled (EN 10365)

Section geometry

IPEO shape
Height (h):
242mm
Width (b):
122mm
Web thickness (tw):
7mm
Flange thickness (tf):
10.8mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.369E7
Z-axis:
3.285E6
Elastic section modulus (Wel):mm³
Y-axis:
3.610E5
Z-axis:
53850
Plastic section modulus (Wpl):mm³
Y-axis:
4.102E5
Z-axis:
84390
Radius of gyration (i):mm
Y-axis:
99
Z-axis:
27
Plastic shear area (Av):mm²
Y-axis:
2635
Z-axis:
2135

Weight per meter:
34.3kg/m
Area (A):
4370mm²
Surface area per meter:
0.932m²/m
Torsion constant (It):
1.709E5mm⁴
Warping constant (Iw):
4.367E10mm⁶

Profile overview for IPEO 240

The IPEO 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 242 mm and a flange width (b) of 122 mm, supported by a 7 mm thick web and 10.8 mm thick flanges. With a cross-sectional area of 4370 mm² and a linear mass of 34.3 kg/m, the IPEO 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 43690000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 410200 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 3285000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEO 240 provides a y-axis shear area (at strong bending axis) of 2635.2 mm² for web shear verification and a torsion constant of 170900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 43670000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.