General Information
| Completion: | 14 July 2005 |
|---|---|
| Status: | in use |
Project Type
| Structure: |
Deck truss bridge |
|---|---|
| Function / usage: |
Pedestrian bridge (footbridge) |
| Material: |
Steel bridge Structurae Plus/Pro - Subscribe Now! |
Location
| Location: |
Legnago, Verona, Veneto, Italy |
|---|---|
| Crosses: |
|
| Next to: |
Principe Umberto Bridge
|
| Coordinates: | 45° 11' 37.36" N 11° 18' 48.90" E |
Technical Information
Dimensions
| width | 3.70 m | |
| length | ca. 160 m | |
| number of spans | 5 |
Design Loads
| live load | q1,e = 4 kN/m² / q1,d = 10 kN |
Materials
| piers |
steel tubes
|
|---|---|
| truss |
steel tubes
|
Chronology
| 14 July 2005 | Inaugurated |
|---|
Participants
Structural engineering
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2002): "The design" of footbridges for existing road bridges. Presented at: Footbridge 2002, Paris, 20-22.11.2002.
- (2005): Footbridges in the functional adaptation of bridges and viaducts. Presented at: Footbridge 2005 (Second International Congress), Venezia, 06-08 December 2005.
- (2005): The Role of Dynamic Response in Design. The Case Study of the Footbridge over the River Adige at Legnago. Presented at: Footbridge 2005 (Second International Congress), Venezia, 06-08 December 2005.
- (2008): The Role of Vibration Analysis in the Design of the Pedestrian Walkway Extension of the Principe Umberto Bridge in Legnago, Italy. In: Structural Engineering International, v. 18, n. 4 (November 2008), pp. 373-380.
- About this
data sheet - Structure-ID
20008667 - Published on:
20/03/2003 - Last updated on:
07/03/2017
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