General Information

Figure 1 shows a covered parking for construction vehicles.

Covered parking.
Steel portal frame structure of a covered parking

The steel structure consists mainly of portal frames, portal braces, eaves beams, purlins, fly braces, sag rods, struts, roof cross braces, and metal roofing sheets. There are four bays; the portal frames are made of I-sections, their span s ≅ 20 m, the spacing a ≅ 8.5 m, and the apex elevation h ≅ 7 m. Figure 2 shows a schematic three-dimensional view of the structure.

Covered parking for construction vehicles.
Three-dimensional drawing of a steel portal frame structure

Roof Cross Bracing and Vertical Bracing

Figure 3 shows a schematic layout of the structure.

Layout (sag rods and fly braces are not shown).
Layout drawing of a steel portal frame structure with portal braces

Roof cross braces are installed on the side bays (1 and 4), while portal braces (vertical bracing) are installed on bay 2. Figure 4 shows a sector of bays 1 and 2.

Bays 1 and 2.
Roof cross braces and portal braces of a steel portal frame structure
  • What would structurally change if the roof cross braces of bay 1 were installed on bay 2?
  • Figure 5 shows a schematic layout of the structure and five variants.

    Layouts (sag rods and fly braces are not shown).
    Layout drawings of a steel portal frame structure with portal braces and roof cross braces

    Variant 1 does not have roof cross and portal braces; portal braces only are installed on variant 2; roof cross braces only are installed on variant 3; variant 4 has a single external bay braced (portal braces and roof cross braces); and variant 5 has two external bays braced.

  • How are lateral loads transferred to the foundations in the above shown layouts?
  • Portal Bracing

    Figure 6 shows a front view of bay 2.

    Bay 2.
    Portal brace of a steel portal frame structure

    The portal braces are made of H-sections of the same size, and plate stiffeners are installed in the corners. The flanges of the portal brace columns are connected to the webs of the portal frame columns by bolt pairs; the blue lines indicate the approximate bolts' locations. Figure 7 shows a base region.

    Portal frame and portal brace base.
    Portal frame and portal brace base of a steel portal frame structure

    The two portals have one common base that consists of a base plate and four anchor bolts (2x2). The portal brace columns are shorter than the portal frame columns; the starting point of the portal brace column is indicated by the elevation (e).

  • How do the portal brace columns affect the portal frame columns and anchor bolts when subjected to lateral loads?
    What about the lateral stiffness increase due to the above shown portal braces compared (e.g.) with vertical cross braces?
  • Single-Side Fly Bracing

    Figure 8 shows a roof sector.

    Steel roof structure.
    Roof structure with single-side fly braces

    The fly braces are installed on one side of the rafters; they are connected by bolts (to the purlins) and bolted gusset plates (to the rafters). The purlins are made of Z-channels, and the fly braces are made of lipped channels.

  • When are single-side fly braces required?
    When are two-side fly braces required?