HE 1000x249

Production class: hot rolled (EN 10365)

Section geometry

HE shape
Height (h):
980mm
Width (b):
300mm
Web thickness (tw):
16.5mm
Flange thickness (tf):
26mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
4.811E9
Z-axis:
1.175E8
Elastic section modulus (Wel):mm³
Y-axis:
9.817E6
Z-axis:
7.836E5
Plastic section modulus (Wpl):mm³
Y-axis:
1.134E7
Z-axis:
1.244E6
Radius of gyration (i):mm
Y-axis:
389
Z-axis:
60
Plastic shear area (Av):mm²
Y-axis:
15600
Z-axis:
18070

Weight per meter:
249kg/m
Area (A):
31680mm²
Surface area per meter:
3.075m²/m
Torsion constant (It):
5.819E6mm⁴
Warping constant (Iw):
2.662E13mm⁶

Profile overview for HE 1000x249

The HE 1000x249 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 980 mm and a flange width (b) of 300 mm, supported by a 16.5 mm thick web and 26 mm thick flanges. With a cross-sectional area of 31680 mm² and a linear mass of 249 kg/m, the HE 1000x249 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 4810700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 11340000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 117500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HE 1000x249 provides a y-axis shear area (at strong bending axis) of 15600 mm² for web shear verification and a torsion constant of 5819000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 26620000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.