IPEAA 80

Production class: hot rolled (EN 10365)

Section geometry

IPEAA shape
Height (h):
78mm
Width (b):
46mm
Web thickness (tw):
3.2mm
Flange thickness (tf):
4.2mm
Radius (r):
5mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.409E5
Z-axis:
68500
Elastic section modulus (Wel):mm³
Y-axis:
16430
Z-axis:
2978
Plastic section modulus (Wpl):mm³
Y-axis:
18850
Z-axis:
4680
Radius of gyration (i):mm
Y-axis:
31
Z-axis:
10
Plastic shear area (Av):mm²
Y-axis:
386.4
Z-axis:
299.6

Weight per meter:
4.9kg/m
Area (A):
630mm²
Surface area per meter:
0.325m²/m
Torsion constant (It):
3830mm⁴
Warping constant (Iw):
9.200E7mm⁶

Profile overview for IPEAA 80

The IPEAA 80 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 78 mm and a flange width (b) of 46 mm, supported by a 3.2 mm thick web and 4.2 mm thick flanges. With a cross-sectional area of 630 mm² and a linear mass of 4.9 kg/m, the IPEAA 80 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 640900 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 18850 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 68500 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEAA 80 provides a y-axis shear area (at strong bending axis) of 386.4 mm² for web shear verification and a torsion constant of 3830 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 92000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.