HEA 260

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
250mm
Width (b):
260mm
Web thickness (tw):
7.5mm
Flange thickness (tf):
12.5mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.045E8
Z-axis:
3.667E7
Elastic section modulus (Wel):mm³
Y-axis:
8.363E5
Z-axis:
2.821E5
Plastic section modulus (Wpl):mm³
Y-axis:
9.197E5
Z-axis:
4.301E5
Radius of gyration (i):mm
Y-axis:
109
Z-axis:
64
Plastic shear area (Av):mm²
Y-axis:
6500
Z-axis:
2875

Weight per meter:
68.2kg/m
Area (A):
8680mm²
Surface area per meter:
1.484m²/m
Torsion constant (It):
5.419E5mm⁴
Warping constant (Iw):
5.163E11mm⁶

Profile overview for HEA 260

The HEA 260 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 250 mm and a flange width (b) of 260 mm, supported by a 7.5 mm thick web and 12.5 mm thick flanges. With a cross-sectional area of 8680 mm² and a linear mass of 68.2 kg/m, the HEA 260 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 104500000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 919700 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 36670000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 260 provides a y-axis shear area (at strong bending axis) of 6500 mm² for web shear verification and a torsion constant of 541900 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 516300000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.