HEB 260

Production class: hot rolled (EN 10365)

Section geometry

HEB shape
Height (h):
260mm
Width (b):
260mm
Web thickness (tw):
10mm
Flange thickness (tf):
17.5mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.491E8
Z-axis:
5.134E7
Elastic section modulus (Wel):mm³
Y-axis:
1.147E6
Z-axis:
3.949E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.282E6
Z-axis:
6.022E5
Radius of gyration (i):mm
Y-axis:
112
Z-axis:
65
Plastic shear area (Av):mm²
Y-axis:
9100
Z-axis:
3759

Weight per meter:
93kg/m
Area (A):
11840mm²
Surface area per meter:
1.499m²/m
Torsion constant (It):
1.266E6mm⁴
Warping constant (Iw):
7.536E11mm⁶

Profile overview for HEB 260

The HEB 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 260 mm and a flange width (b) of 260 mm, supported by a 10 mm thick web and 17.5 mm thick flanges. With a cross-sectional area of 11840 mm² and a linear mass of 93 kg/m, the HEB 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 149100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1282000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 51340000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEB 260 provides a y-axis shear area (at strong bending axis) of 9100 mm² for web shear verification and a torsion constant of 1266000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 753600000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.