IPN 140

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
140mm
Width (b):
66mm
Web thickness (tw):
5.7mm
Flange thickness (tf):
8.6mm
Radius (r):
5.7mm
Radius 2 (r2):
3.4mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.730E6
Z-axis:
3.520E5
Elastic section modulus (Wel):mm³
Y-axis:
81900
Z-axis:
10700
Plastic section modulus (Wpl):mm³
Y-axis:
95400
Z-axis:
17900
Radius of gyration (i):mm
Y-axis:
56.1
Z-axis:
14
Plastic shear area (Av):mm²
Y-axis:
1135
Z-axis:
865

Weight per meter:
14.3kg/m
Area (A):
1820mm²
Surface area per meter:
0.502m²/m
Torsion constant (It):
43200mm⁴
Warping constant (Iw):
1.540E9mm⁶

Profile overview for IPN 140

The IPN 140 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 140 mm and a flange width (b) of 66 mm, supported by a 5.7 mm thick web and 8.6 mm thick flanges. With a cross-sectional area of 1820 mm² and a linear mass of 14.3 kg/m, the IPN 140 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 5730000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 95400 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 352000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 140 provides a y-axis shear area (at strong bending axis) of 1135.2 mm² for web shear verification and a torsion constant of 43200 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 1540000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.