General Information
Figure 1 shows a single-lane road beam bridge that is used by not heavy vehicles.
![Beam bridge over a river](bridges/beam-bridges/bridge-2/1-beam-bridge.jpg)
Main span | ≅ 10 m |
Girder | Prestressed concrete beam/reinforced concrete solid slab |
RC Solid Slab Sector
Figure 2 shows a schematic three-dimensional view of the bridge.
![Three-dimensional drawing of a beam bridge with a passing place](bridges/beam-bridges/bridge-2/2-3d-view.jpg)
The bridge has eight equal spans and a passing place (spans 4 and 5). The girder of span 4 consists of an RC solid slab, while the girder of the remaining spans consists of a prestressed concrete M-beam. The girders are supported by pile bents: four-pile bents for the passing place sector, and three-pile bents for the single-lane sectors. Figure 3 shows a roadway view of the passing place region, while figure 4 shows a side view of it.
![Passing place of a single-lane beam bridge](bridges/beam-bridges/bridge-2/3-passing-place-roadway.jpg)
![Side view of a passing place](bridges/beam-bridges/bridge-2/4-passing-place.jpg)
Figure 5 shows a side view of spans 3 and 4.
![Prestressed concrete M-beam girder and RC soild slab girder](bridges/beam-bridges/bridge-2/5-beam-slab.jpg)
The height of the M-beam (hb) is bigger than the thickness of the concrete slab (hs).
Is the load capacity of the passing place spans (4 and 5) the same?
Assuming a slab thickness (hs) of about 20 cm. Is the slab prestressed?