IPE 270

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
270mm
Width (b):
135mm
Web thickness (tw):
6.6mm
Flange thickness (tf):
10.2mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.789E7
Z-axis:
4.198E6
Elastic section modulus (Wel):mm³
Y-axis:
4.288E5
Z-axis:
62200
Plastic section modulus (Wpl):mm³
Y-axis:
4.839E5
Z-axis:
96950
Radius of gyration (i):mm
Y-axis:
112
Z-axis:
30
Plastic shear area (Av):mm²
Y-axis:
2754
Z-axis:
2213

Weight per meter:
36.1kg/m
Area (A):
4590mm²
Surface area per meter:
1.041m²/m
Torsion constant (It):
1.590E5mm⁴
Warping constant (Iw):
7.057E10mm⁶

Profile overview for IPE 270

The IPE 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 270 mm and a flange width (b) of 135 mm, supported by a 6.6 mm thick web and 10.2 mm thick flanges. With a cross-sectional area of 4590 mm² and a linear mass of 36.1 kg/m, the IPE 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 57890000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 483900 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 4198000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 270 provides a y-axis shear area (at strong bending axis) of 2754 mm² for web shear verification and a torsion constant of 159000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 70570000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.