Roll No.
Total No. of Questions : 08
Total No. of Pages : 02
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M.Tech. Civil Engg (2016 Batch) EL-I (Sem.-2)
ADVANCE BRIDGE DESIGN
Subject Code : MTCE-210
M.Code: 74303
Time: 3 Hrs.
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Max. Marks : 100
INSTRUCTION TO CANDIDATES :
- Attempt any FIVE questions out of EIGHT questions.
- Each question carries TWENTY marks.
- Any missing data may be assumed appropriately.
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-  a) What are the factors to be considered in the selection of a suitable bridge site? 
 b) How we do the choice of a bridge type?
-  a) Explain impact effect for IRC class A or B loading and for IRC class AA loading. 
 b) What are the four standard types of live load considered in the code? Explain them in detail.
-  a) How does a finite difference method differ from finite element method? --- Content provided by FirstRanker.com --- b) Explain different types of expansion bearings used in girder bridges.
-  a) Differentiate abutment and pier. Enlist various forces which a designer must consider during analysis of these elements. 
 b) Differentiate well foundation and caisson foundation. Discuss cases where each of these two types of foundations are suitable.
-  a) Describe Courbon's Method of loading in detail with the help of a suitable example. 
 b) Write a short note on erection of bridge super structure.
- A group of nine friction piles of 200 mm diameter spaced at 0.5 m transfer a load of 400 kN into a 10 m thick clay layer with sand below. It penetrates to a depth of 6 m in the clay layer. Estimate the probable settlement of the pile group. Assuming water table is at ground level. Take water content = 39%, G = 2.7 and γsat = 20 kN/m³.
-  a) Discuss in detail different types of bridge maintenance. 
 b) Write a short note on behavior of bridges under dynamic loads.
- Explain briefly with suitable sketches the component parts and structural actions of truss bridges, cable-stayed bridges and suspension bridges.
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This download link is referred from the post: PTU M.Tech 2nd Semester Last 10 Years 2010-2020 Previous Question Papers|| Punjab Technical University
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