IPN 600

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
600mm
Width (b):
215mm
Web thickness (tw):
21.6mm
Flange thickness (tf):
32.4mm
Radius (r):
21.6mm
Radius 2 (r2):
13mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.390E9
Z-axis:
4.670E7
Elastic section modulus (Wel):mm³
Y-axis:
4.630E6
Z-axis:
4.340E5
Plastic section modulus (Wpl):mm³
Y-axis:
5.452E6
Z-axis:
7.520E5
Radius of gyration (i):mm
Y-axis:
234
Z-axis:
43
Plastic shear area (Av):mm²
Y-axis:
13932
Z-axis:
13800

Weight per meter:
199kg/m
Area (A):
25370mm²
Surface area per meter:
1.92m²/m
Torsion constant (It):
7.870E6mm⁴
Warping constant (Iw):
3.814E12mm⁶

Profile overview for IPN 600

The IPN 600 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 600 mm and a flange width (b) of 215 mm, supported by a 21.6 mm thick web and 32.4 mm thick flanges. With a cross-sectional area of 25370 mm² and a linear mass of 199 kg/m, the IPN 600 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 1390000000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 5452000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 46700000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 600 provides a y-axis shear area (at strong bending axis) of 13932 mm² for web shear verification and a torsion constant of 7870000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 3814000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.