IPE 180

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
180mm
Width (b):
91mm
Web thickness (tw):
5.3mm
Flange thickness (tf):
8mm
Radius (r):
9mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.316E7
Z-axis:
1.008E6
Elastic section modulus (Wel):mm³
Y-axis:
1.463E5
Z-axis:
22160
Plastic section modulus (Wpl):mm³
Y-axis:
1.664E5
Z-axis:
34590
Radius of gyration (i):mm
Y-axis:
74
Z-axis:
20
Plastic shear area (Av):mm²
Y-axis:
1456
Z-axis:
1125

Weight per meter:
18.8kg/m
Area (A):
2390mm²
Surface area per meter:
0.698m²/m
Torsion constant (It):
47260mm⁴
Warping constant (Iw):
7.431E9mm⁶

Profile overview for IPE 180

The IPE 180 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 180 mm and a flange width (b) of 91 mm, supported by a 5.3 mm thick web and 8 mm thick flanges. With a cross-sectional area of 2390 mm² and a linear mass of 18.8 kg/m, the IPE 180 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 13160000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 166400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1008000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 180 provides a y-axis shear area (at strong bending axis) of 1456 mm² for web shear verification and a torsion constant of 47260 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 7431000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.