IPEAA 240

Production class: hot rolled (EN 10365)

Section geometry

IPEAA shape
Height (h):
236.4mm
Width (b):
120mm
Web thickness (tw):
4.8mm
Flange thickness (tf):
8mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.153E7
Z-axis:
2.313E6
Elastic section modulus (Wel):mm³
Y-axis:
2.668E5
Z-axis:
38560
Plastic section modulus (Wpl):mm³
Y-axis:
2.981E5
Z-axis:
59980
Radius of gyration (i):mm
Y-axis:
99
Z-axis:
27
Plastic shear area (Av):mm²
Y-axis:
1920
Z-axis:
1529

Weight per meter:
24.9kg/m
Area (A):
3170mm²
Surface area per meter:
0.917m²/m
Torsion constant (It):
76080mm⁴
Warping constant (Iw):
3.004E10mm⁶

Profile overview for IPEAA 240

The IPEAA 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 236.4 mm and a flange width (b) of 120 mm, supported by a 4.8 mm thick web and 8 mm thick flanges. With a cross-sectional area of 3170 mm² and a linear mass of 24.9 kg/m, the IPEAA 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 31530000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 298100 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2313000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEAA 240 provides a y-axis shear area (at strong bending axis) of 1920 mm² for web shear verification and a torsion constant of 76080 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 30040000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.