IPEA 120

Production class: hot rolled (EN 10365)

Section geometry

IPEA shape
Height (h):
117.6mm
Width (b):
64mm
Web thickness (tw):
3.8mm
Flange thickness (tf):
5.1mm
Radius (r):
7mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.573E6
Z-axis:
2.238E5
Elastic section modulus (Wel):mm³
Y-axis:
43760
Z-axis:
6996
Plastic section modulus (Wpl):mm³
Y-axis:
49870
Z-axis:
10970
Radius of gyration (i):mm
Y-axis:
48
Z-axis:
14
Plastic shear area (Av):mm²
Y-axis:
652.8
Z-axis:
540.9

Weight per meter:
8.7kg/m
Area (A):
1100mm²
Surface area per meter:
0.472m²/m
Torsion constant (It):
9960mm⁴
Warping constant (Iw):
7.050E8mm⁶

Profile overview for IPEA 120

The IPEA 120 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 117.6 mm and a flange width (b) of 64 mm, supported by a 3.8 mm thick web and 5.1 mm thick flanges. With a cross-sectional area of 1100 mm² and a linear mass of 8.7 kg/m, the IPEA 120 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 2573000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 49870 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 223800 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPEA 120 provides a y-axis shear area (at strong bending axis) of 652.8 mm² for web shear verification and a torsion constant of 9960 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 705000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.