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Structural Design of Bridges (Elective I) (October 2009)

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Total No. of Questions : 8] P932 [Total No. of Pages : 3 [3664]-108 B.E. (Civil) STRUCTURAL DESIGN OF BRIDGES (2003 Course) (401005) (Elective - I) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates: 1) From Section I answer Q.1 or Q.2; Q.3 or Q.4 and from Section II answer Q.5 or Q.6; Q.7 or Q.8. 2) Answers to the two sections should be written in separate answer books. 3) Figures in bold to the right, indicate full marks. 4) IS 456, IS 800, IS 1343 and Steel table are allowed in the examination. 5) Neat diagrams should be drawn wherever necessary. 6) If necessary, assume suitable data and indicate clearly. 7) Use of electronic pocket calculator is allowed. SECTION - I Q1) a) Explain the loads considered in the design of a highway bridge. [9] b) Classify bridges on the basis of materials of construction and forms of superstructure. [8] c) Explain with neat sketches Box Girder Bridge and Skew Bridge. [8] OR Q2) a) Classify IRC loadings. Explain IRC Class AA Tracked and Wheeled [9] loadings with neat sketches. b) Explain Pigeaud s method for the analysis of slabs. [8] c) Classify bridge bearings and explain the design of elastomeric bearing. [8] Q3) An R.C. T-Beam deck slab bridge shown in Fig. 3 has the following details. [25] a) Location of the bridge On a National Highway b) Thickness of railings 100 mm c) Size of kerbs (600X600) mm d) Thickness of wearing coat 80 mm e) Span of main girder 20.0 m f) Spacing of main girders 3.0 m c/c g) Spacing of cross-beams 4.0 m c/c P.T.O.

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Additional Info : 2003 Course
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