IPN 260

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
260mm
Width (b):
113mm
Web thickness (tw):
9.4mm
Flange thickness (tf):
14.1mm
Radius (r):
9.4mm
Radius 2 (r2):
5.6mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.740E7
Z-axis:
2.880E6
Elastic section modulus (Wel):mm³
Y-axis:
4.420E5
Z-axis:
51000
Plastic section modulus (Wpl):mm³
Y-axis:
5.140E5
Z-axis:
85900
Radius of gyration (i):mm
Y-axis:
104
Z-axis:
23.2
Plastic shear area (Av):mm²
Y-axis:
3187
Z-axis:
2608

Weight per meter:
41.9kg/m
Area (A):
5330mm²
Surface area per meter:
0.906m²/m
Torsion constant (It):
3.350E5mm⁴
Warping constant (Iw):
4.410E10mm⁶

Profile overview for IPN 260

The IPN 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 113 mm, supported by a 9.4 mm thick web and 14.1 mm thick flanges. With a cross-sectional area of 5330 mm² and a linear mass of 41.9 kg/m, the IPN 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 57400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 514000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 2880000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 260 provides a y-axis shear area (at strong bending axis) of 3186.6 mm² for web shear verification and a torsion constant of 335000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 44100000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.