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# Previous Year Exam Questions of Structural Analysis-2 of bput - SA-2 by Verified Writer

• Structural Analysis-2 - SA-2
• 2017
• PYQ
• Biju Patnaik University of Technology Rourkela Odisha - BPUT
• Civil Engineering
• B.Tech
• 13511 Views
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#### Previous Year Exam Questions of Structural Analysis-2 of bput - SA-2 by Verified Writer / 3

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Registration No: Total Number of Pages: 03 B.Tech PCI5I101 5th Semester Regular Examination 2017-18 Structural Analysis-II BRANCH: CIVIL Time: 3 Hours Max Marks: 100 Q.CODE: B260 Answer Question No.1 and 2 which are compulsory and any four from the rest. The figures in the right hand margin indicate marks. Q1 a) b) c) d) e) f) g) h) i) j) Q2 a) b) c) d) e) f) g) h) i) j) Answer the following questions: multiple type or dash fill up type In slope deflection equation, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force iv) twisting force Which of the following is not a displacement method? i) equilibrium method ii) column anlogy method iii) moment distribution method iv) kani’s method Select the correct statement i)flexibility method is a square symmetrical matrix ii) flexibility method is a square symmetrical matrix iii) both (i) and (ii) iv) none of the above What is the degree of indeterminacy of a fixed arch? i)1 ii)2 iii)3 iv) 4 Shape factor for triangular section i)1.5 ii) 2.345 iii) 1.697 iv) 2 A propped cantilever of span L carries a vertical concentrated load at the midspan. If the plastic moment capacity of the section is Mp, the magnitude of the collapse load is i) 8MpL ii) 6MpL iii) 4MpL iv) 2MpL The carryover factor in a prismatic member whose far end is hinged is i) 0 ii) ½ iii) ¾ iv) 1 In moment distribution method, the sum of distribution factor of all the members meeting at any point is always i) zero ii) less than 1 iii) 1 iv) greater than 1 For a symmetrical two hinged parabolic arch, if one of te supports settles horizontally, then the horizontal thrust i) in increased ii) is decreased iii) remains unchanged iv) becomes zero The hinged length of the plasticity zone in case of a simply supported rectangular beam loaded with a unit load, i) 0ne third the span ii) half the span iii) quarter the span iv) zero (2 x 10) Answer the following questions: Short answer type What is the nature of forces in the cables? Explain the terms carry over moment and carry over factor. What are the main functions of stiffening girders in suspension bridges? Differentiate between plane truss and space truss. Differentiate between stiffness and relative stiffness. What do you mean by shape factor? What is the value of shape factor for a circular section? Define stiffness coefficient kij. What is the basic aim of the stiffness method? Write the element stiffness matrix for a beam element. Define plastic moment. Flexibility method is a force method or displacement method? Explain. (2 x 10)