Design of a Pedestrian-Steel Bridge Crossing Auchi-Benin Expressway

α
Oyati, E.N
Oyati, E.N
σ
Oyati
Oyati
ρ
E.N
E.N
α Auchi Polytechnic

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Design of a Pedestrian-Steel Bridge Crossing Auchi-Benin Expressway

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Abstract

This research study was to design a pedestrian steel bridge at Auchi Polytechnic Hostel Gate across Auchi-Benin Expressway so as to provide a safer and easy route for the users, especially students and also to reduce accident rate. The work involved the feasibility study of the chosen sections such as soil analysis, design of the structural components of the bridge,(beams, floorplate, column and foundation) which were designed to British Standard (BS 5400, BS 5950, BS 8110). Soil allowable bearing capacity of 233KN/m2 was established. This was used for the design of the pad footings for the steel stanchions whose dimensions were 1300 mm * 1300 mm * 450 mm and also the specification for plate was 80 mm *2 mm, staircase beam; 254 *102 * 28UB beam for bracing; 127*76*46UB, walkway beam; 356*171*57UB, landing; 254*102*28UB, column; 203*203* 46UC and foundation reinforcements were found to be 6Y20mm@300c/c (As=1050mm2) in each direction.

References

7 Cites in Article
  1. P Jeswald (2005). How to Build Paths, Steps and Footbridges.
  2. W Mosley,J Bungey (1999). Reinforced concrete design.
  3. J Mugu (1978). Quality systems.
  4. A Muhammed (2013). Built pedestrian bridges.
  5. P Newman (2003). Archaeology of Dartmoor.
  6. (2015). Proceedings of the 49 <sup>th</sup> AGM and Scientific Conference, International College of Surgeons, Nigeria National Section. Held in Port Harcourt, Rivers State Nigeria from 17 <sup>th</sup> to 20 <sup>th</sup> June 2015 (ICS PHCITY 2015).
  7. (2015). On Pedestrian Bridge.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Oyati, E.N. 2018. \u201cDesign of a Pedestrian-Steel Bridge Crossing Auchi-Benin Expressway\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 18 (GJRE Volume 18 Issue E1): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification: FOR Code: 090599
Version of record

v1.2

Issue date

July 4, 2018

Language
en
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Published Article

This research study was to design a pedestrian steel bridge at Auchi Polytechnic Hostel Gate across Auchi-Benin Expressway so as to provide a safer and easy route for the users, especially students and also to reduce accident rate. The work involved the feasibility study of the chosen sections such as soil analysis, design of the structural components of the bridge,(beams, floorplate, column and foundation) which were designed to British Standard (BS 5400, BS 5950, BS 8110). Soil allowable bearing capacity of 233KN/m2 was established. This was used for the design of the pad footings for the steel stanchions whose dimensions were 1300 mm * 1300 mm * 450 mm and also the specification for plate was 80 mm *2 mm, staircase beam; 254 *102 * 28UB beam for bracing; 127*76*46UB, walkway beam; 356*171*57UB, landing; 254*102*28UB, column; 203*203* 46UC and foundation reinforcements were found to be 6Y20mm@300c/c (As=1050mm2) in each direction.

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Design of a Pedestrian-Steel Bridge Crossing Auchi-Benin Expressway

Oyati
Oyati
E.N
E.N

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