General Information
Figure 1 shows a pedestrian suspension bridge.
| Type | Three-span suspension bridge |
| Main span | ≅ 160 m |
| Deck width | ≅ 1.5 m |
| Deck width to main span ratio | ≅ 1:106 |
| Pylon | Reinforced concrete (H-shaped) |
| Girder | Steel truss |
Gusset Plates
Figure 2 shows a side view of a main span sector.
The truss members consist of L-profiles that are connected by welded gusset plates. Figure 3 shows an upper truss node viewed from the back.
The gusset plate length l ≅ 80 cm, and the thickness ≅ 1 cm.
Hanger Cable to Truss Connection
Figure 4 shows a hanger cable to truss connection viewed from the front.
The hanger cable is connected to the gusset plate and the upper chord by a steel unit and two bolts-nuts. The steel unit consists of three welded plates, as shown in figure 5.
Plates 1 and 2 are placed perpendicular to each other; plate 3 is inclined at an angle α.
Would a steel unit with a single vertical plate create a structural safety or serviceability problem?