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Structural Design - III (October 2010)

5 pages, 15 questions, 1 questions with responses, 1 total responses,    0    0
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Total No. of Questions : 8] [Total No. of Pages : 5 P1020 [3864]-104 B.E. (Civil) STRUCTURAL DESIGN - III (2003 Course) Time : 4 Hours] [Max. Marks : 100 Instructions to the candidates: 1) Answer Q.1 or Q.2, Q.3 or Q.4 in Section - I. 2) Answer Q.5 or Q.6, Q.7 or Q.8 in Section - II . 3) Answers to the two sections should be written in separate books. 4) Figures to the right indicate full marks. 5) Use of IS 1343, IS 456, IS 3370 & non programmable calculator is allowed. 6) Neat diagrams must be drawn wherever necessary. 7) Assume any other data if necessary & mention it at the starting of the answer. 8) Mere reproduction from IS code as answer, will not be given full credit. 9) Assume any other data if required. SECTION - I Q1) a) A mild steel plate of cross section 12 mm 60 mm, of length 1.5 m is supporting a load of 160 N through a spring having stiffness k = 100 N/mm as shown in fig(1). Calculate the natural frequency of the system if modulus of elasticity of mild steel is 200 Gpa. [8] P.T.O.

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Additional Info : 2003 Course
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