HLZ 1100B

Production class: hot rolled (EN 10365)

Section geometry

HLZ shape
Height (h):
1079mm
Width (b):
458mm
Web thickness (tw):
20mm
Flange thickness (tf):
33mm
Radius (r):
35mm

Section properties

Moment of inertia (I):mm⁴
Y-axis:
1.027E10
Z-axis:
5.294E8
Elastic section modulus (Wel):mm³
Y-axis:
1.903E7
Z-axis:
2.312E6
Plastic section modulus (Wpl):mm³
Y-axis:
2.147E7
Z-axis:
3.581E6
Radius of gyration (i):mm
Y-axis:
446
Z-axis:
101
Plastic shear area (Av):mm²
Y-axis:
30228
Z-axis:
24280

Weight per meter:
408kg/m
Area (A):
51910mm²
Surface area per meter:
3.891m²/m
Torsion constant (It):
1.553E7mm⁴
Warping constant (Iw):
1.446E14mm⁶

Profile overview for HLZ 1100B

The HLZ 1100B 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 1079.4 mm and a flange width (b) of 458 mm, supported by a 20 mm thick web and 33 mm thick flanges. With a cross-sectional area of 51910 mm² and a linear mass of 408 kg/m, the HLZ 1100B 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 10273600000 mm⁴ governs major deflection and serviceability limits. To calculate the ultimate bending resistance, engineers may utilize the strong-axis plastic section modulus of 21470000 mm³. For lateral stability and column buckling verifications, the weak-axis moment of inertia (Iz) provides 529400000 mm⁴ of lateral stiffness.

Advanced analysis: For complex load cases, the HLZ 1100B provides a y-axis shear area (at strong bending axis) of 30228 mm² for web shear verification and a torsion constant of 15530000 mm⁴ for calculating rotational twist under eccentric loading. Additionally, a warping constant of 144640000000000 mm⁶ is available for rigorous lateral-torsional buckling (LTB) checks.