Lim, Poi Hong (2002) Analysis and Design of Bridge Superstructure. [Final Year Project Report / IMRAD] (Unpublished)
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Abstract
This thesis emphasize on the analysis and design of a bridge superstructure. The bridge was designed using classical method and computer analysis. The designed bridge is a 3 spans reinforced concrete boxed girder bridge with two 18.5 m side spans and a 23 m center span. Loadings and design are based on BS 5400. The superstructure is analyzed with grillage method using Staad III software. 10 longitudinal load cases with two different highway combinations from BS 5400 are analyzed to obtain the maximum bending moment, shear forces and support reactions. Boxed girder and deck slab are designed by hand calculation according to the computed Staad III results and JKR guidebook for bridge design. The reinforced concrete design is based on BS 8110. Results of the design are portrayed in AutoCAD drawings
| Item Type: | Final Year Project Report / IMRAD |
|---|---|
| Additional Information: | Project Report (B.Sc.) -- Universiti Malaysia Sarawak, 2002. |
| Uncontrolled Keywords: | analysis and design, bridge superstructure. |
| Subjects: | T Technology > TG Bridge engineering |
| Divisions: | Academic Faculties, Institutes and Centres > Faculty of Engineering Faculties, Institutes, Centres > Faculty of Engineering |
| Depositing User: | Unai |
| Date Deposited: | 01 Aug 2025 02:28 |
| Last Modified: | 01 Aug 2025 02:28 |
| URI: | http://ir.unimas.my/id/eprint/49025 |
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