IPEAA 360

Production class: hot rolled (EN 10365)

Section geometry

IPEAA shape
Height (h):
356.4mm
Width (b):
170mm
Web thickness (tw):
6mm
Flange thickness (tf):
10.9mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.367E8
Z-axis:
8.948E6
Elastic section modulus (Wel):mm³
Y-axis:
7.675E5
Z-axis:
1.052E5
Plastic section modulus (Wpl):mm³
Y-axis:
8.535E5
Z-axis:
1.624E5
Radius of gyration (i):mm
Y-axis:
151
Z-axis:
38
Plastic shear area (Av):mm²
Y-axis:
3706
Z-axis:
2743

Weight per meter:
47kg/m
Area (A):
5990mm²
Surface area per meter:
1.35m²/m
Torsion constant (It):
2.337E5mm⁴
Warping constant (Iw):
2.663E11mm⁶

Profile overview for IPEAA 360

The IPEAA 360 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 356.4 mm and a flange width (b) of 170 mm, supported by a 6 mm thick web and 10.9 mm thick flanges. With a cross-sectional area of 5990 mm² and a linear mass of 47 kg/m, the IPEAA 360 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 136700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 853500 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 8948000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEAA 360 provides a y-axis shear area (at strong bending axis) of 3706 mm² for web shear verification and a torsion constant of 233700 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 266300000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.