IPE 360

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
360mm
Width (b):
170mm
Web thickness (tw):
8mm
Flange thickness (tf):
12.7mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.626E8
Z-axis:
1.043E7
Elastic section modulus (Wel):mm³
Y-axis:
9.036E5
Z-axis:
1.227E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.019E6
Z-axis:
1.910E5
Radius of gyration (i):mm
Y-axis:
149
Z-axis:
37
Plastic shear area (Av):mm²
Y-axis:
4318
Z-axis:
3513

Weight per meter:
57.1kg/m
Area (A):
7270mm²
Surface area per meter:
1.353m²/m
Torsion constant (It):
3.744E5mm⁴
Warping constant (Iw):
3.135E11mm⁶

Profile overview for IPE 360

The IPE 360 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 360 mm and a flange width (b) of 170 mm, supported by a 8 mm thick web and 12.7 mm thick flanges. With a cross-sectional area of 7270 mm² and a linear mass of 57.1 kg/m, the IPE 360 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 162600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1019000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 10430000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 360 provides a y-axis shear area (at strong bending axis) of 4318 mm² for web shear verification and a torsion constant of 374400 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 313500000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.