General Information

Figure 1 shows a steel canopy roof.

Canopy roof.
Industrial steel canopy roof carring a billboard structure.

Structural Members

Figure 2 shows a roof sector.

Canopy roof.
Steel canopy roof with main parts description and measures.

The steel structure consists mainly of cantilever beams, front ties, fly bracing, roof cross bracing, purlins, purlin bracing, and metal roofing sheets. The cantilever beams are made of I-sections, the front ties are made of circular hollow sections, the purlins are made of Z-channels, the purlin braces are made of lipped channels, and the cross braces are made of rods. The cantilever arm c ≅ 3 m, and the spacing s ≅ 5 m. The canopy roof is in a snowless region.

  • What are some possible reasons to install braced purlins instead of purlins (e.g., made of hollow sections) only?
    When are front ties for canopy roofs required?
    When is roof cross bracing for canopy roofs required?
  • Corner Zone

    Figure 3 shows the corner zone.

    Corner zone (canopy roof).
    Corner zone structure of a steel canopy roof.

    The main structure of the corner zone consists of two perpendicular cantilever beams, a diagonal beam, two overhanging beams (O1 and O2), and front ties. The diagonal beam is connected to the free end of the cantilever beams; the overhanging beams (O1 and O2) are placed over the diagonal beam and connected to the cantilever beams. The diagonal beam, the overhanging beams, and the front tie between the overhanging beams are made of H-sections.

  • What are the structural and/or constructive reasons that lead to the above shown main structure arrangement?
    Would another main structure arrangement that uses fewer structural members be possible and more efficient?