Matrix Method of Structural Analysis - Vtustudentsparadise
Matrix Method of Structural Analysis - Vtustudentsparadise
Matrix Method of Structural Analysis - Vtustudentsparadise
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06cv661Sixth Semester B.E. Degree Examination, Dec.O9/Jan.10<strong>Matrix</strong> <strong>Method</strong> <strong>of</strong> <strong>Structural</strong> <strong>Analysis</strong>: 3 hrs.Note: l. Answer any FIVE fullat least TlyO questions from each part.2..Question I to 6 have to be solved usingelement approach only.PART _ Aquestions, selectingMax. Ir4arks:100Develop the flexibility matrix <strong>of</strong> the element shown with reference to the coordinates givenin Fig.Qi(a)Lre,LFie Qi(aXi)Fig Ql(aXii)L2.-----{(10 Marks)Erplain .i) Principle <strong>of</strong> contragradienceii) Force transformatic'rn matnx.(10 Marks)Anall,se the continuous beam shorvn inand S.F.D.Fig.Q2 by flexibility matrix method4a /
Determine the member forces in the plane truss shounmethod. Choose member AC as redundant' AE is t:ffit;in Fig.Q4by flexiFig.QaAnalyse the continuous beam shou'nand SFD.PART _ Bin Fig.Q5. using stiffness matrix method' D3o*< 3o *
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