IPEA 240

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
237mm
Width (b):
120mm
Web thickness (tw):
5.2mm
Flange thickness (tf):
8.3mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.290E7
Z-axis:
2.401E6
Elastic section modulus (Wel):mm³
Y-axis:
2.776E5
Z-axis:
40020
Plastic section modulus (Wpl):mm³
Y-axis:
3.115E5
Z-axis:
62390
Radius of gyration (i):mm
Y-axis:
99
Z-axis:
26
Plastic shear area (Av):mm²
Y-axis:
1992
Z-axis:
1631

Weight per meter:
26.2kg/m
Area (A):
3330mm²
Surface area per meter:
0.918m²/m
Torsion constant (It):
85030mm⁴
Warping constant (Iw):
3.125E10mm⁶

Profile overview for IPEA 240

The IPEA 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 237 mm and a flange width (b) of 120 mm, supported by a 5.2 mm thick web and 8.3 mm thick flanges. With a cross-sectional area of 3330 mm² and a linear mass of 26.2 kg/m, the IPEA 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 32900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 311500 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2401000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 240 provides a y-axis shear area (at strong bending axis) of 1992 mm² for web shear verification and a torsion constant of 85030 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 31250000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.