HEC 240

Production class: hot rolled (EN 10365)

Section geometry

HEC shape
Height (h):
255mm
Width (b):
244mm
Web thickness (tw):
14mm
Flange thickness (tf):
24.5mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.732E8
Z-axis:
5.942E7
Elastic section modulus (Wel):mm³
Y-axis:
1.358E6
Z-axis:
4.870E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.563E6
Z-axis:
7.438E5
Radius of gyration (i):mm
Y-axis:
106
Z-axis:
62
Plastic shear area (Av):mm²
Y-axis:
11956
Z-axis:
4634

Weight per meter:
119kg/m
Area (A):
15220mm²
Surface area per meter:
1.422m²/m
Torsion constant (It):
2.894E6mm⁴
Warping constant (Iw):
7.878E11mm⁶

Profile overview for HEC 240

The HEC 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 255 mm and a flange width (b) of 244 mm, supported by a 14 mm thick web and 24.5 mm thick flanges. With a cross-sectional area of 15220 mm² and a linear mass of 119 kg/m, the HEC 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 173200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1563000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 59420000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEC 240 provides a y-axis shear area (at strong bending axis) of 11956 mm² for web shear verification and a torsion constant of 2894000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 787800000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.