HE 1000x584

Production class: hot rolled (EN 10365)

Section geometry

HE shape
Height (h):
1056mm
Width (b):
314mm
Web thickness (tw):
36mm
Flange thickness (tf):
64mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.246E10
Z-axis:
3.343E8
Elastic section modulus (Wel):mm³
Y-axis:
2.359E7
Z-axis:
2.129E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.803E7
Z-axis:
3.474E6
Radius of gyration (i):mm
Y-axis:
409
Z-axis:
67
Plastic shear area (Av):mm²
Y-axis:
40192
Z-axis:
40320

Weight per meter:
584kg/m
Area (A):
74370mm²
Surface area per meter:
3.244m²/m
Torsion constant (It):
7.153E7mm⁴
Warping constant (Iw):
8.124E13mm⁶

Profile overview for HE 1000x584

The HE 1000x584 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 1056 mm and a flange width (b) of 314 mm, supported by a 36 mm thick web and 64 mm thick flanges. With a cross-sectional area of 74370 mm² and a linear mass of 584 kg/m, the HE 1000x584 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 12460700000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 28030000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 334300000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HE 1000x584 provides a y-axis shear area (at strong bending axis) of 40192 mm² for web shear verification and a torsion constant of 71530000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 81240000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.