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Solid Mechanics – Exam Paper – Civil Engineering – 3rd Semester

Civil Engineering

Post: February 17th, 2012
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modulus of rigidity, variation of bending mode, conctenrated load, Mohar's circle, bending of a beam, theories of failure for brittle metal, Principal, plane mean, co-ordinates, variation, concentrated, beam, UDL, rigidity, length and material, resilience, slenderness, Determine, ABCD, compressive, both end fixed
modulus of rigidity, variation of bending mode, conctenrated load, Mohar's circle, bending of a beam, theories of failure for brittle metal, Principal, plane mean, co-ordinates, variation, concentrated, beam, UDL, rigidity, length and material, resilience, slenderness, Determine, ABCD, compressive, both end fixed
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Roll No. .......................... ., ...;., ~~ Total No. of Questions: 09] [Total No. of Pages : 03 B.Tech. (Sem. - 3rd) SOLID MECHANICS SUBJECT CODE: CE 207 - Paper ID : [A0604] [Not«: : Please fill subject code and paper ID .onOMR] Time: 03 Hours Instruction to Candidates: Maximum Marks: 60 1) Section - A is Compulsory. 2) 3) Ql) Attempt any Four questions from Section - B. .Attempt any Two questions from Section - C. Section -A (10 x 2 =20) a) Define modulus of rigidity. b) What do principal plane mean? c) Write the expression for the co-ordinates of the centre ofMoQr's circle in a.two-dimensional stress ~ystein. d) What is the nature of variation of bending moment dueto a concentrated load? . e) What do pure bending of a beam? t) - Write .the expression for maximum deflection of a simply supported beam of span/carrying a UDLof intensity' W' per unit 'length. g) Define torsional rigidity of a shaft. . h) Two shafts having same length and material are joined in ..

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