IPEA 160

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
157mm
Width (b):
82mm
Web thickness (tw):
4mm
Flange thickness (tf):
5.9mm
Radius (r):
9mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
6.892E6
Z-axis:
5.442E5
Elastic section modulus (Wel):mm³
Y-axis:
87800
Z-axis:
13270
Plastic section modulus (Wpl):mm³
Y-axis:
99090
Z-axis:
20690
Radius of gyration (i):mm
Y-axis:
65
Z-axis:
18
Plastic shear area (Av):mm²
Y-axis:
967.6
Z-axis:
780.1

Weight per meter:
12.7kg/m
Area (A):
1620mm²
Surface area per meter:
0.619m²/m
Torsion constant (It):
19340mm⁴
Warping constant (Iw):
3.094E9mm⁶

Profile overview for IPEA 160

The IPEA 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 157 mm and a flange width (b) of 82 mm, supported by a 4 mm thick web and 5.9 mm thick flanges. With a cross-sectional area of 1620 mm² and a linear mass of 12.7 kg/m, the IPEA 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 6892000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 99090 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 544200 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 160 provides a y-axis shear area (at strong bending axis) of 967.6 mm² for web shear verification and a torsion constant of 19340 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 3094000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.