HEM 450

Production class: hot rolled (EN 10365)

Section geometry

HEM shape
Height (h):
478mm
Width (b):
307mm
Web thickness (tw):
21mm
Flange thickness (tf):
40mm
Radius (r):
27mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.315E9
Z-axis:
1.933E8
Elastic section modulus (Wel):mm³
Y-axis:
5.501E6
Z-axis:
1.259E6
Plastic section modulus (Wpl):mm³
Y-axis:
6.331E6
Z-axis:
1.939E6
Radius of gyration (i):mm
Y-axis:
197
Z-axis:
75
Plastic shear area (Av):mm²
Y-axis:
24560
Z-axis:
11980

Weight per meter:
263kg/m
Area (A):
33540mm²
Surface area per meter:
2.096m²/m
Torsion constant (It):
1.534E7mm⁴
Warping constant (Iw):
9.251E12mm⁶

Profile overview for HEM 450

The HEM 450 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 478 mm and a flange width (b) of 307 mm, supported by a 21 mm thick web and 40 mm thick flanges. With a cross-sectional area of 33540 mm² and a linear mass of 263 kg/m, the HEM 450 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 1314800000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 6331000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 193300000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HEM 450 provides a y-axis shear area (at strong bending axis) of 24560 mm² for web shear verification and a torsion constant of 15340000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 9251000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.