IPE 330

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
330mm
Width (b):
160mm
Web thickness (tw):
7.5mm
Flange thickness (tf):
11.5mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.176E8
Z-axis:
7.881E6
Elastic section modulus (Wel):mm³
Y-axis:
7.131E5
Z-axis:
98510
Plastic section modulus (Wpl):mm³
Y-axis:
8.043E5
Z-axis:
1.536E5
Radius of gyration (i):mm
Y-axis:
137
Z-axis:
35
Plastic shear area (Av):mm²
Y-axis:
3680
Z-axis:
3080

Weight per meter:
49.1kg/m
Area (A):
6260mm²
Surface area per meter:
1.254m²/m
Torsion constant (It):
2.806E5mm⁴
Warping constant (Iw):
1.990E11mm⁶

Profile overview for IPE 330

The IPE 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 330 mm and a flange width (b) of 160 mm, supported by a 7.5 mm thick web and 11.5 mm thick flanges. With a cross-sectional area of 6260 mm² and a linear mass of 49.1 kg/m, the IPE 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 117600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 804300 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 7881000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 330 provides a y-axis shear area (at strong bending axis) of 3680 mm² for web shear verification and a torsion constant of 280600 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 199000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.