General Information

Figure 1 shows a schematic layout of a sky walk.

Sky walk layout.
Layout of a sky walk structure with plan curved underslung trusses.

The superstructure consists mainly of two straight (A and B), two curved (1 and 2), and three circular platforms made of glass and steel perforated sheets. The platforms are supported by underslung trusses and space truss columns made of circular hollow sections and two reinforced concrete (RC) columns. A curved platform has a length of about 35 m, while straight platforms A and B have a length of about 30 and 20 m, respectively; the width of the curved and straight platforms is about 2.5 m. Figure 2 shows a sky walk sector.

Sky walk.
Sky walk structure with plan curved underslung trusses

Planar Curved Underslung Truss

Figure 3 shows curved platform 2.

Curved platform 2.
Plan curved underslung truss of a sky walk structure

The truss has an inverted isosceles trapezoid (red shown) cross-section; the upper chords are curved in plan, while the bottom chords are curved in plan and in elevation.

  • How does the plan curvature structurally affect the truss?
  • Figure 4 shows a front view of curved platform 2.

    Curved platform 2.
    Front view of a plan curved underslung truss of a sky walk structure

    The truss web consists of verticals, diagonals (zig-zag arranged), and cross frames. The diagonals have an inclination (α) between about 20 ° (mid-span region) and 40 ° (supports region). The maximal height (h) is about 3 m.

  • What are the structural reasons for the steep diagonal inclination (dense web) in the mid-span region?
  • Figure 5 shows a truss sector of curved platform 2.

    Truss (curved platform 2).
    Planar curved space truss configuration of a sky walk structure

    There are two cross frame types (1 and 2): type 1 consists of inverted V-braces and two cross members (upper and bottom), while type 2 consists of inverted V-braces, cross braces, and three cross members (upper, intermediate, and bottom); the intermediate cross members are placed on a constant elevation. The sections of the cross members are greater than the sections of the braces, and type 1 is installed only near the circular platform region. Figure 6 shows a schematic cross-section of curved platform 2 and a triangular variant.

    Cross-sections.
    Two schematic cross-sections of planar curved underslung trusses
  • What are the structural reasons for the cross frame configurations of the original variant?
    When is a cross frame required for the triangular variant?
    What are some possible reasons to choose the original variant?