LIVE EXAMINATION STRUCTURAL ANALYSIS (25-03-19 to 26-03-2019)
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10 questions
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- Q1Clapeyron's three moment theorem is used to solvefixed beamcontinuous beamsimply supported beamcantilever30s
- Q2Which of the following is a force method?Column analogy methodMoment distribution methodStifness matrix methodSlope deflection method30s
- Q3The number of reaction component at a hinged support043230s
- Q4For a beam, if fundamental equations of statics are not sufficient to determine all the reactive forces at supports, the structure is said toDeterminatePerfect frameStatically indeterminateStatically determinate30s
- Q5The number of reaction components possible at a hinge on rollers support is :320130s
- Q6The number of compatibility conditions needed in the analysis of a statically determinate structure is :420330s
- Q7A single rolling load 8 KN rolls along a girder of 15 m span. The absolute maximum bending moment will be30kNm15kNm60kNm80kNm30s
- Q8The shape factor of rectangular section1.51.6522.530s
- Q9In the theory of plastic bending of beams, the ratio of plastic moment to yield moment is :Plastic section modulusShape factorShear modulusBulk modulus30s
- Q10In structural analysis using finite element method, the element stiffness matrix isUnsymmetric matrixOrthogonal matrixDiagonal matrixSymmetric matrix30s