HL 920x1194

Production class: hot rolled (EN 10365)

Section geometry

HL shape
Height (h):
1081mm
Width (b):
457mm
Web thickness (tw):
60.5mm
Flange thickness (tf):
109mm
Radius (r):
25mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
2.697E10
Z-axis:
1.751E9
Elastic section modulus (Wel):mm³
Y-axis:
4.989E7
Z-axis:
7.660E6
Plastic section modulus (Wpl):mm³
Y-axis:
5.991E7
Z-axis:
1.219E7
Radius of gyration (i):mm
Y-axis:
420
Z-axis:
107
Plastic shear area (Av):mm²
Y-axis:
99626
Z-axis:
64790

Weight per meter:
1194kg/m
Area (A):
1.522E5mm²
Surface area per meter:
3.826m²/m
Torsion constant (It):
4.411E8mm⁴
Warping constant (Iw):
4.095E14mm⁶

Profile overview for HL 920x1194

The HL 920x1194 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 1081 mm and a flange width (b) of 457 mm, supported by a 60.5 mm thick web and 109 mm thick flanges. With a cross-sectional area of 152150 mm² and a linear mass of 1194 kg/m, the HL 920x1194 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 26967600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 59910000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 1750500000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HL 920x1194 provides a y-axis shear area (at strong bending axis) of 99626 mm² for web shear verification and a torsion constant of 441100000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 409540000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.