# Structural Analysis Ii Set 1

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This set of Structural Analysis 2 Multiple Choice Questions & Answers (MCQs) focuses on Structural Analysis Ii Set 1

Q1 | Principle of superposition is applicable when
Q2 | The Castigliano's second theorem can be used to compute deflections
Q3 | When a load crosses a through type Pratt truss in the direction left to right, the nature of force inany diagonal member in the left half of the span would
Q4 | Which of the following methods of structural analysis is a force method?
Q5 | Which of the following is not the displacement method?
Q6 | For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust
Q7 | The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in
Q8 | The principle of virtual work can be applied to elastic system by considering the virtual work of
Q9 | If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is
Q10 | The three moments equation is applicable only when
Q11 | Which of the following methods of structural analysis is a displacement method?
Q12 | The fixed support in a real beam becomes in the conjugate beam a
Q13 | For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then thehorizontal thrust
Q14 | A load 'W Tmaximum bending moment at 0.4 1 from the left support is
Q15 | In the displacement method of structural analysis, the basic unknowns are
Q16 | In moment distribution method, the sum of distribution factors of all the members meeting at anyjoint is always
Q17 | The width of the analogous column in the method of column analogy is
Q18 | LEI
Q19 | Degree of kinematic indeterminacy of a pin-jointed plane frame is given by
Q20 | The number of independent equations to be satisfied for static equilibrium of a plane structure is
Q21 | While using three moments equation, a fixed end of a continuous beam is replaced by anadditional span of
Q22 | Select the correct statement
Q23 | W Lx x
Q24 | Bending moment at any section in a conjugate beam gives in the actual beam
Q25 | The number of independent displacement components at each joint of a rigid-jointed space frameis