HEAA 200

Production class: hot rolled (EN 10365)

Section geometry

HEAA shape
Height (h):
186mm
Width (b):
200mm
Web thickness (tw):
5.5mm
Flange thickness (tf):
8mm
Radius (r):
18mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.944E7
Z-axis:
1.068E7
Elastic section modulus (Wel):mm³
Y-axis:
3.165E5
Z-axis:
1.068E5
Plastic section modulus (Wpl):mm³
Y-axis:
3.470E5
Z-axis:
1.631E5
Radius of gyration (i):mm
Y-axis:
81
Z-axis:
49
Plastic shear area (Av):mm²
Y-axis:
3200
Z-axis:
1545

Weight per meter:
34.6kg/m
Area (A):
4410mm²
Surface area per meter:
1.13m²/m
Torsion constant (It):
1.252E5mm⁴
Warping constant (Iw):
8.449E10mm⁶

Profile overview for HEAA 200

The HEAA 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 186 mm and a flange width (b) of 200 mm, supported by a 5.5 mm thick web and 8 mm thick flanges. With a cross-sectional area of 4410 mm² and a linear mass of 34.6 kg/m, the HEAA 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 29440000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 347000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 10680000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEAA 200 provides a y-axis shear area (at strong bending axis) of 3200 mm² for web shear verification and a torsion constant of 125200 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 84490000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.