Traffic Light Poles

Figure 1 shows two single mast arm structures.

Single mast arm structures.
Two different traffic light pole structures

Both structures are made of circular hollow sections; structure 1 includes a stay cable. The blue arrow indicates the vertical displacement direction of the free-ends.

  • How does the stay cable affect the free-end vertical displacement?
    Does the stay cable affect the global stability?
  • Figure 2 shows a schematic lateral view of structure 1 and a variant with a rigid block.

    Single mast arm structures.
    Structure 1 Rigid block variant
    Schematic structural drawing of two traffic light poles

    The red arrows represent forces. Assume that both structures (except for the rigid block) and loads are equal.

  • Is the free-end vertical displacement v1 = v2?
    What are the main parameters that affect the vertical displacement of both structures?
  • Suppose that the traffic lights of structures 1 and 2 are carried by a portal frame, as shown in figure 3.

    Portal frame variant.
    Portal-frame variant
  • Can the relationship between material use and vertical displacement be reduced by using a portal frame?