HLZ 1100A

Production class: hot rolled (EN 10365)

Section geometry

HLZ shape
Height (h):
1075mm
Width (b):
458mm
Web thickness (tw):
20mm
Flange thickness (tf):
31mm
Radius (r):
35mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
9.742E9
Z-axis:
4.974E8
Elastic section modulus (Wel):mm³
Y-axis:
1.811E7
Z-axis:
2.172E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.048E7
Z-axis:
3.371E6
Radius of gyration (i):mm
Y-axis:
442
Z-axis:
100
Plastic shear area (Av):mm²
Y-axis:
28396
Z-axis:
24100

Weight per meter:
393kg/m
Area (A):
50080mm²
Surface area per meter:
3.883m²/m
Torsion constant (It):
1.358E7mm⁴
Warping constant (Iw):
1.354E14mm⁶

Profile overview for HLZ 1100A

The HLZ 1100A 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 1075.4 mm and a flange width (b) of 458 mm, supported by a 20 mm thick web and 31 mm thick flanges. With a cross-sectional area of 50080 mm² and a linear mass of 393 kg/m, the HLZ 1100A 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 9741900000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 20480000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 497400000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HLZ 1100A provides a y-axis shear area (at strong bending axis) of 28396 mm² for web shear verification and a torsion constant of 13580000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 135350000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.