HEA 1000

Production class: hot rolled (EN 10365)

Section geometry

HEA shape
Height (h):
990mm
Width (b):
300mm
Web thickness (tw):
16.5mm
Flange thickness (tf):
31mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.538E9
Z-axis:
1.400E8
Elastic section modulus (Wel):mm³
Y-axis:
1.118E7
Z-axis:
9.336E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.282E7
Z-axis:
1.469E6
Radius of gyration (i):mm
Y-axis:
399
Z-axis:
63
Plastic shear area (Av):mm²
Y-axis:
18600
Z-axis:
18450

Weight per meter:
272kg/m
Area (A):
34680mm²
Surface area per meter:
3.095m²/m
Torsion constant (It):
8.348E6mm⁴
Warping constant (Iw):
3.207E13mm⁶

Profile overview for HEA 1000

The HEA 1000 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 990 mm and a flange width (b) of 300 mm, supported by a 16.5 mm thick web and 31 mm thick flanges. With a cross-sectional area of 34680 mm² and a linear mass of 272 kg/m, the HEA 1000 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 5538400000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 12820000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 140000000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEA 1000 provides a y-axis shear area (at strong bending axis) of 18600 mm² for web shear verification and a torsion constant of 8348000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 32070000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.