IPN 340

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
340mm
Width (b):
137mm
Web thickness (tw):
12.2mm
Flange thickness (tf):
18.3mm
Radius (r):
12.2mm
Radius 2 (r2):
7.3mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.570E8
Z-axis:
6.740E6
Elastic section modulus (Wel):mm³
Y-axis:
9.230E5
Z-axis:
98400
Plastic section modulus (Wpl):mm³
Y-axis:
1.080E6
Z-axis:
1.660E5
Radius of gyration (i):mm
Y-axis:
135
Z-axis:
28
Plastic shear area (Av):mm²
Y-axis:
5014
Z-axis:
4427

Weight per meter:
68kg/m
Area (A):
8670mm²
Surface area per meter:
1.15m²/m
Torsion constant (It):
9.040E5mm⁴
Warping constant (Iw):
1.760E11mm⁶

Profile overview for IPN 340

The IPN 340 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 340 mm and a flange width (b) of 137 mm, supported by a 12.2 mm thick web and 18.3 mm thick flanges. With a cross-sectional area of 8670 mm² and a linear mass of 68 kg/m, the IPN 340 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 157000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1080000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 6740000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 340 provides a y-axis shear area (at strong bending axis) of 5014.2 mm² for web shear verification and a torsion constant of 904000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 176000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.