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Structural Design of Bridges (Elective I) (October 2010)

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Total No. of Questions : 8] [Total No. of Pages : 3 P1023 [3864]-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 Q1 or Q2; Q3 or Q4 and from Section - II answer Q5 or Q6; Q7 or Q8. 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) b) c) Explain IRC loadings with suitable examples. Explain economic span of a bridge. What are the functions of bearings? [10] [10] [5] OR Q2) a) b) c) Explain Courbon s theory for determining the load carried by longitudinal girders. [10] Explain the different types of bearing used in R.C. bridges. [10] Explain impact load. How it is calculated for R.C. bridges. [5] Q3) An R.C. T-Beam deck slab bridge shown in Fig. 3 has the following details. [25] a) Thickness of railings - 100 mm. b) Thickness of footpath - 175 mm. P.T.O.

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Additional Info : 2003 Course
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