HEM 1000

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
1008mm
Width (b):
302mm
Web thickness (tw):
21mm
Flange thickness (tf):
40mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
7.223E9
Z-axis:
1.845E8
Elastic section modulus (Wel):mm³
Y-axis:
1.433E7
Z-axis:
1.222E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.656E7
Z-axis:
1.939E6
Radius of gyration (i):mm
Y-axis:
403
Z-axis:
64
Plastic shear area (Av):mm²
Y-axis:
24160
Z-axis:
23500

Weight per meter:
349kg/m
Area (A):
44420mm²
Surface area per meter:
3.13m²/m
Torsion constant (It):
1.712E7mm⁴
Warping constant (Iw):
4.301E13mm⁶

Profile overview for HEM 1000

The HEM 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 1008 mm and a flange width (b) of 302 mm, supported by a 21 mm thick web and 40 mm thick flanges. With a cross-sectional area of 44420 mm² and a linear mass of 349 kg/m, the HEM 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 7222900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 16560000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 184500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 1000 provides a y-axis shear area (at strong bending axis) of 24160 mm² for web shear verification and a torsion constant of 17120000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 43010000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.