HEB 240

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
240mm
Width (b):
240mm
Web thickness (tw):
10mm
Flange thickness (tf):
17mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.125E8
Z-axis:
3.922E7
Elastic section modulus (Wel):mm³
Y-axis:
9.382E5
Z-axis:
3.268E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.053E6
Z-axis:
4.984E5
Radius of gyration (i):mm
Y-axis:
103
Z-axis:
60
Plastic shear area (Av):mm²
Y-axis:
8160
Z-axis:
3322

Weight per meter:
83.2kg/m
Area (A):
10600mm²
Surface area per meter:
1.384m²/m
Torsion constant (It):
1.038E6mm⁴
Warping constant (Iw):
4.869E11mm⁶

Profile overview for HEB 240

The HEB 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 240 mm, supported by a 10 mm thick web and 17 mm thick flanges. With a cross-sectional area of 10600 mm² and a linear mass of 83.2 kg/m, the HEB 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 112500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1053000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 39220000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 240 provides a y-axis shear area (at strong bending axis) of 8160 mm² for web shear verification and a torsion constant of 1038000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 486900000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.