IPE 600

Production class: hot rolled (EN 10365)

Section geometry

IPE shape
Height (h):
600mm
Width (b):
220mm
Web thickness (tw):
12mm
Flange thickness (tf):
19mm
Radius (r):
24mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
9.208E8
Z-axis:
3.387E7
Elastic section modulus (Wel):mm³
Y-axis:
3.069E6
Z-axis:
3.079E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.512E6
Z-axis:
4.856E5
Radius of gyration (i):mm
Y-axis:
242
Z-axis:
46
Plastic shear area (Av):mm²
Y-axis:
8360
Z-axis:
8378

Weight per meter:
122kg/m
Area (A):
15600mm²
Surface area per meter:
2.015m²/m
Torsion constant (It):
1.652E6mm⁴
Warping constant (Iw):
2.845E12mm⁶

Profile overview for IPE 600

The IPE 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 220 mm, supported by a 12 mm thick web and 19 mm thick flanges. With a cross-sectional area of 15600 mm² and a linear mass of 122 kg/m, the IPE 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 920800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 3512000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 33870000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPE 600 provides a y-axis shear area (at strong bending axis) of 8360 mm² for web shear verification and a torsion constant of 1652000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 2845000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.