HEA 900

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
890mm
Width (b):
300mm
Web thickness (tw):
16mm
Flange thickness (tf):
30mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.221E9
Z-axis:
1.354E8
Elastic section modulus (Wel):mm³
Y-axis:
9.484E6
Z-axis:
9.031E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.081E7
Z-axis:
1.414E6
Radius of gyration (i):mm
Y-axis:
362
Z-axis:
64
Plastic shear area (Av):mm²
Y-axis:
18000
Z-axis:
16330

Weight per meter:
252kg/m
Area (A):
32050mm²
Surface area per meter:
2.896m²/m
Torsion constant (It):
7.490E6mm⁴
Warping constant (Iw):
2.496E13mm⁶

Profile overview for HEA 900

The HEA 900 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 890 mm and a flange width (b) of 300 mm, supported by a 16 mm thick web and 30 mm thick flanges. With a cross-sectional area of 32050 mm² and a linear mass of 252 kg/m, the HEA 900 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 4220700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 10810000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 135400000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 900 provides a y-axis shear area (at strong bending axis) of 18000 mm² for web shear verification and a torsion constant of 7490000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 24960000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.