HEM 900

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
910mm
Width (b):
302mm
Web thickness (tw):
21mm
Flange thickness (tf):
40mm
Radius (r):
30mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
5.704E9
Z-axis:
1.845E8
Elastic section modulus (Wel):mm³
Y-axis:
1.253E7
Z-axis:
1.221E6
Plastic section modulus (Wpl):mm³
Y-axis:
1.444E7
Z-axis:
1.928E6
Radius of gyration (i):mm
Y-axis:
366
Z-axis:
65
Plastic shear area (Av):mm²
Y-axis:
24160
Z-axis:
21440

Weight per meter:
333kg/m
Area (A):
42360mm²
Surface area per meter:
2.934m²/m
Torsion constant (It):
1.682E7mm⁴
Warping constant (Iw):
3.474E13mm⁶

Profile overview for HEM 900

The HEM 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 910 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 42360 mm² and a linear mass of 333 kg/m, the HEM 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 5704300000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 14440000 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 900 provides a y-axis shear area (at strong bending axis) of 24160 mm² for web shear verification and a torsion constant of 16820000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 34740000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.