📄 IJAERD-OJS-5101
Structural Analysis of Arch Bridge with a Span of 350m Using STAAD.Pro: A Case Study
| Author(s) | : | Ramesh Kumar Dhaka, Pradeep K.Goyal |
| Institution | : | Guest Faculty, Govt. Engineering College, Ajmer, Rajasthan |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 926-932 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Abstract
This paper presents the design of a steel arch bridge considered to be located at Jaipur using STAAD.Pro.The arch bridge is proposed with 350 meter span and 13.3 meter width with an average height of 29.977 meter in thisstudy. The design is carried out by considering wind load, seismic load, live load & dead load for the arch bridge. Thedesign is carried out as per the Indian Standards and by the help of the structural analysis and design softwareSTAAD.Pro.
🕮 How to Cite
Ramesh Kumar Dhaka, Pradeep K.Goyal, “Structural Analysis of Arch Bridge with a Span of 350m Using STAAD.Pro: A Case Study”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 926-932, November 2017.
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