IPN 380

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
380mm
Width (b):
149mm
Web thickness (tw):
13.7mm
Flange thickness (tf):
20.5mm
Radius (r):
13.7mm
Radius 2 (r2):
8.2mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.401E8
Z-axis:
9.750E6
Elastic section modulus (Wel):mm³
Y-axis:
1.260E6
Z-axis:
1.310E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.482E6
Z-axis:
2.210E5
Radius of gyration (i):mm
Y-axis:
150
Z-axis:
30.2
Plastic shear area (Av):mm²
Y-axis:
6109
Z-axis:
5555

Weight per meter:
84kg/m
Area (A):
10700mm²
Surface area per meter:
1.27m²/m
Torsion constant (It):
1.410E6mm⁴
Warping constant (Iw):
3.190E11mm⁶

Profile overview for IPN 380

The IPN 380 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 380 mm and a flange width (b) of 149 mm, supported by a 13.7 mm thick web and 20.5 mm thick flanges. With a cross-sectional area of 10700 mm² and a linear mass of 84 kg/m, the IPN 380 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 240100000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 1482000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 9750000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 380 provides a y-axis shear area (at strong bending axis) of 6109 mm² for web shear verification and a torsion constant of 1410000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 319000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.