IPEA 330

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
327mm
Width (b):
160mm
Web thickness (tw):
6.5mm
Flange thickness (tf):
10mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.023E8
Z-axis:
6.851E6
Elastic section modulus (Wel):mm³
Y-axis:
6.257E5
Z-axis:
85640
Plastic section modulus (Wpl):mm³
Y-axis:
7.019E5
Z-axis:
1.332E5
Radius of gyration (i):mm
Y-axis:
136
Z-axis:
35
Plastic shear area (Av):mm²
Y-axis:
3200
Z-axis:
2698

Weight per meter:
43kg/m
Area (A):
5470mm²
Surface area per meter:
1.25m²/m
Torsion constant (It):
1.963E5mm⁴
Warping constant (Iw):
1.715E11mm⁶

Profile overview for IPEA 330

The IPEA 330 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 327 mm and a flange width (b) of 160 mm, supported by a 6.5 mm thick web and 10 mm thick flanges. With a cross-sectional area of 5470 mm² and a linear mass of 43 kg/m, the IPEA 330 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 102300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 701900 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 6851000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 330 provides a y-axis shear area (at strong bending axis) of 3200 mm² for web shear verification and a torsion constant of 196300 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 171500000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.