IPE 240

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
240mm
Width (b):
120mm
Web thickness (tw):
6.2mm
Flange thickness (tf):
9.8mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
3.891E7
Z-axis:
2.836E6
Elastic section modulus (Wel):mm³
Y-axis:
3.243E5
Z-axis:
47270
Plastic section modulus (Wpl):mm³
Y-axis:
3.666E5
Z-axis:
73920
Radius of gyration (i):mm
Y-axis:
99
Z-axis:
26
Plastic shear area (Av):mm²
Y-axis:
2352
Z-axis:
1914

Weight per meter:
30.7kg/m
Area (A):
3910mm²
Surface area per meter:
0.922m²/m
Torsion constant (It):
1.295E5mm⁴
Warping constant (Iw):
3.739E10mm⁶

Profile overview for IPE 240

The IPE 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 120 mm, supported by a 6.2 mm thick web and 9.8 mm thick flanges. With a cross-sectional area of 3910 mm² and a linear mass of 30.7 kg/m, the IPE 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 38910000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 366600 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2836000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 240 provides a y-axis shear area (at strong bending axis) of 2352 mm² for web shear verification and a torsion constant of 129500 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 37390000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.