IPEA 270

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
267mm
Width (b):
135mm
Web thickness (tw):
5.5mm
Flange thickness (tf):
8.7mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.917E7
Z-axis:
3.579E6
Elastic section modulus (Wel):mm³
Y-axis:
3.683E5
Z-axis:
53030
Plastic section modulus (Wpl):mm³
Y-axis:
4.124E5
Z-axis:
82340
Radius of gyration (i):mm
Y-axis:
112
Z-axis:
30
Plastic shear area (Av):mm²
Y-axis:
2349
Z-axis:
1874

Weight per meter:
30.7kg/m
Area (A):
3920mm²
Surface area per meter:
1.037m²/m
Torsion constant (It):
1.041E5mm⁴
Warping constant (Iw):
5.950E10mm⁶

Profile overview for IPEA 270

The IPEA 270 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 267 mm and a flange width (b) of 135 mm, supported by a 5.5 mm thick web and 8.7 mm thick flanges. With a cross-sectional area of 3920 mm² and a linear mass of 30.7 kg/m, the IPEA 270 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 49170000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 412400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 3579000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 270 provides a y-axis shear area (at strong bending axis) of 2349 mm² for web shear verification and a torsion constant of 104100 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 59500000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.