General Information

Figure 1 shows a covered grandstand.

Covered grandstand.
Covered grandstand with tapered steel trusses

The steel structure consists mainly of cantilever trusses, tie trusses, purlins, roof cross braces, and metal roofing sheets. The trusses are made of rectangular hollow sections, while the purlins are made of lipped channels. The cantilever arm a ≅ 8.5 m, and the spacing s ≅ 4 m.

Connection Between Truss and RC Column

Figure 2 shows a schematic lateral view of the main structure.

Grandstand structure.
Lateral view of a covered grandstand structure

The cantilever truss has a back span and is tapered toward the free ends. Figure 3 shows a lateral view of the connection between the truss and the RC column.

Truss to RC column connection.
Connection between truss and RC column

The bottom chord is connected to the top end of the RC column by four L-shaped plates (two per side) and three anchor bolts per L-plate. The anchor member is connected to the bottom chord by welding and to the RC column by an end plate and four anchor bolts. The distance b ≅ 0.7 m, which is the horizontal longitudinal distance between the L-plates. Figure 4 shows the top end region of the RC column.

Truss to RC column connection.
Connection between truss and RC column

Figure 5 shows a schematic lateral view of the main structure and the connection between the truss and the RC column.

Lateral views.
Main structure Truss to RC column connection
Lateral drawings of a covered grandstand structure

The red arrow (F) represents a force acting at the free end of the cantilever truss.

  • Does the anchor member affect the forces on the anchor bolts of the L-plates?
  • Figure 6 shows two connections between the truss and the RC column.

    Truss to RC column connections (lateral views).
    Connection 1 Connection 2
    Lateral drawing of a truss-to-RC column connection

    Connection 1 is the used connection without the anchor member. On connection 2 the bottom chord is connected to the top end of the RC column by two L-plates (one per side), and the anchor member is connected at the end of the back span and a lower location to the RC column; the distance c ≅ 2 m, and the number of anchor bolts per L-plate and end plate is unchanged.

  • What are the main structural differences between the anchor bolts of connections 1 and 2 when subjected to the force (F) shown in figure 5?
    What are the structural reasons to choose the used connection?
  • Roof Cross Bracing

    Figure 7 shows a schematic layout of the roof.

    Roof layout.
    Steel roof structure layout of a covered grandstand

    Roof cross braces are installed along the entire roof length.

  • When is roof cross bracing required?
    When is roof cross bracing over the entire roof length required?
  • Figure 8 shows a roof sector viewed from below.

    Steel roof structure.
    Roof cross bracing of a covered grandstand

    The roof cross braces are made of rods and are directly connected to the bottom chords of the trusses by welding. The rods are tensioned with turnbuckles installed in the mid-span region, as shown in figure 9.

    Roof cross braces (mid-span region).
    Roof cross braces with turnbuckles

    The rods are connected to the turnbuckles' eye and hooked ends by plates (weld connection).

  • How does tightening a single turnbuckle affect the roof structure?
    Do the twenty-four installed turnbuckles need to be re-tightened over time?
    How is it possible to reach the turnbuckles?