General Information

Figure 1 shows an attached carport.

Attached carport.
Attached steel carport with tapered trusses and suspension rods

The structure consists mainly of columns, trusses, suspension rods, carport to building connection units, purlins, and asbestos roofing sheets.

Structural Concept

Figure 2 shows the carport.

Attached carport.
Attached steel carport with tapered trusses and suspension rods

The length l ≅ 18 m, and the width w ≅ 5.5 m. External truss D is connected to a front and a back column (5 and 4), while the remaining three trusses are each connected to a back column (1 to 3). The back columns are made of I-sections, while the front column is made of a circular hollow section. The trusses are tapered toward the back columns, and the end units of the internal trusses have two more members (marked by the blue background). Figure 3 shows a lateral view of the carport.

Attached carport.
Lateral view of an attached steel carport

Each truss is connected to a suspension rod made of a rectangular hollow section; the connection is located away from a truss node. Each back column connects a truss, a suspension rod, and a carport to building connection unit (marked by the blue dashed lines), which consists of three members: two horizontals and a diagonal; the horizontals are connected to the RC structure of the building. Figure 4 shows a bottom view of the roof.

Carport roof structure.
Roof structure of an attached steel carport

Roof cross-braces made of steel wire ropes are installed between the trusses; they are connected to the bottom chords by single-hole welded plates, and the wire rope termination consists of a single U-bolt clamp. Figure 5 shows a cross-brace to bottom chord connection, while figure 6 shows a schematic three-dimensional view of the carport.

Roof cross-brace to bottom chord connection.
Roof cross-braces to bottom chord connection
Three-dimensional view.
Three-dimensional view of an attached steel carport
  • How efficient is the carport structure?
    Which are the structural elements that probably can be optimized or neglected?
    What are some possible reasons for connecting the carport to the building?
  • Carport to Building Connections Failures

    Figure 7 shows the carport.

    Carport to building connections
    Failed structural connections of an attached steel carport

    The horizontal members of the carport to building connection units of columns 2, 3, and 4 failed (marked by the yellow arrows). Figure 8 shows a lateral view of the carport to building connection unit of column 4.

    Carport to building connection unit of column 4
    Failed structural connections of an attached steel carport

    Detached horizontal members and vertical cracks on the RC column of the building are noticeable.

  • What are some possible failure reasons?
    Does the carport have a structural safety or serviceability problem without front column 5?