IPEAA 160

Production class: hot rolled (EN 10365)

Section geometry

IPEAA shape
Height (h):
156.4mm
Width (b):
82mm
Web thickness (tw):
4mm
Flange thickness (tf):
5.6mm
Radius (r):
9mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.590E6
Z-axis:
5.166E5
Elastic section modulus (Wel):mm³
Y-axis:
84280
Z-axis:
12600
Plastic section modulus (Wpl):mm³
Y-axis:
95230
Z-axis:
19680
Radius of gyration (i):mm
Y-axis:
64
Z-axis:
18
Plastic shear area (Av):mm²
Y-axis:
918.4
Z-axis:
773.5

Weight per meter:
12.3kg/m
Area (A):
1570mm²
Surface area per meter:
0.617m²/m
Torsion constant (It):
17490mm⁴
Warping constant (Iw):
2.925E9mm⁶

Profile overview for IPEAA 160

The IPEAA 160 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 156.4 mm and a flange width (b) of 82 mm, supported by a 4 mm thick web and 5.6 mm thick flanges. With a cross-sectional area of 1570 mm² and a linear mass of 12.3 kg/m, the IPEAA 160 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 6590000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 95230 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 516600 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEAA 160 provides a y-axis shear area (at strong bending axis) of 918.4 mm² for web shear verification and a torsion constant of 17490 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2925000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.