IPEA 300

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
297mm
Width (b):
150mm
Web thickness (tw):
6.1mm
Flange thickness (tf):
9.2mm
Radius (r):
15mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.173E7
Z-axis:
5.189E6
Elastic section modulus (Wel):mm³
Y-axis:
4.830E5
Z-axis:
69190
Plastic section modulus (Wpl):mm³
Y-axis:
5.417E5
Z-axis:
1.073E5
Radius of gyration (i):mm
Y-axis:
124
Z-axis:
33
Plastic shear area (Av):mm²
Y-axis:
2760
Z-axis:
2224

Weight per meter:
36.5kg/m
Area (A):
4650mm²
Surface area per meter:
1.156m²/m
Torsion constant (It):
1.334E5mm⁴
Warping constant (Iw):
1.071E11mm⁶

Profile overview for IPEA 300

The IPEA 300 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 297 mm and a flange width (b) of 150 mm, supported by a 6.1 mm thick web and 9.2 mm thick flanges. With a cross-sectional area of 4650 mm² and a linear mass of 36.5 kg/m, the IPEA 300 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 71730000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 541700 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 5189000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 300 provides a y-axis shear area (at strong bending axis) of 2760 mm² for web shear verification and a torsion constant of 133400 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 107100000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.