IPE 400

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
400mm
Width (b):
180mm
Web thickness (tw):
8.6mm
Flange thickness (tf):
13.5mm
Radius (r):
21mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.312E8
Z-axis:
1.317E7
Elastic section modulus (Wel):mm³
Y-axis:
1.156E6
Z-axis:
1.464E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.307E6
Z-axis:
2.290E5
Radius of gyration (i):mm
Y-axis:
165
Z-axis:
39
Plastic shear area (Av):mm²
Y-axis:
4860
Z-axis:
4269

Weight per meter:
66.3kg/m
Area (A):
8450mm²
Surface area per meter:
1.467m²/m
Torsion constant (It):
5.127E5mm⁴
Warping constant (Iw):
4.900E11mm⁶

Profile overview for IPE 400

The IPE 400 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 400 mm and a flange width (b) of 180 mm, supported by a 8.6 mm thick web and 13.5 mm thick flanges. With a cross-sectional area of 8450 mm² and a linear mass of 66.3 kg/m, the IPE 400 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 231200000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1307000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 13170000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 400 provides a y-axis shear area (at strong bending axis) of 4860 mm² for web shear verification and a torsion constant of 512700 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 490000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.