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Finite Element Method (Elective I) (October 2009)

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Total No. of Questions : 12] [Total No. of Pages : 3 [3664] - 107 P 1372 B.E. (Civil) FINITE ELEMENT METHOD (2003 Course) (Elective - I) Time : 3 Hours] [Max. Marks : 100 Instructions to the candidates: 1) Answer Q.1 or Q.2; Q.3 or Q.4; Q.5 or Q.6 from Section I and Q.7 or Q.8; Q.9 or Q.10; Q.11 or Q.12 from Section II. 2) Answers to the two sections should be written in separate answer books. 3) Neat diagrams must be drawn wherever necessary. 4) Use of electronic calculator is allowed. 5) Figures to the right indicate full marks. SECTION - I Q1) a) b) Explain properties of element stiffness matrix & overall matrix. [4] Using any three different schemes of node numbering justify one which is effective. Refer figure no. 1 for truss application. [12] [12] OR Q2) A propped cantilever AB is of uniform EI. It is subjected to point load P at midspan of length AB if A is fixed, using only one element as member AB show that fixing moment at A is 3 Pl/16. [16] Q3) a) Explain member approach & structure approach used for portal frame [4] analysis. P.T.O.

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Additional Info : 2003 Course
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