IPN 200

Production class: hot rolled (EN 10365)

Section geometry

IPN shape
Height (h):
200mm
Width (b):
90mm
Web thickness (tw):
7.5mm
Flange thickness (tf):
11.3mm
Radius (r):
7.5mm
Radius 2 (r2):
4.5mm
Flange slope:
14%

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.140E7
Z-axis:
1.170E6
Elastic section modulus (Wel):mm³
Y-axis:
2.140E5
Z-axis:
26000
Plastic section modulus (Wpl):mm³
Y-axis:
2.500E5
Z-axis:
43500
Radius of gyration (i):mm
Y-axis:
80
Z-axis:
18.7
Plastic shear area (Av):mm²
Y-axis:
2034
Z-axis:
1603

Weight per meter:
26.2kg/m
Area (A):
3340mm²
Surface area per meter:
0.709m²/m
Torsion constant (It):
1.350E5mm⁴
Warping constant (Iw):
1.050E10mm⁶

Profile overview for IPN 200

The IPN 200 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 200 mm and a flange width (b) of 90 mm, supported by a 7.5 mm thick web and 11.3 mm thick flanges. With a cross-sectional area of 3340 mm² and a linear mass of 26.2 kg/m, the IPN 200 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 21400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 250000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1170000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the IPN 200 provides a y-axis shear area (at strong bending axis) of 2034 mm² for web shear verification and a torsion constant of 135000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 10500000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.