Theory of Structures The locus of the moment of inertia about inclined axes to the principal axis, is Straight line Circle Ellipse Parabola Straight line Circle Ellipse Parabola ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is ML²/2EI ML/2EI ML²/3EI ML/EI ML²/2EI ML/2EI ML²/3EI ML/EI ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The forces in the members of simple trusses, may be analysed by All of these Graphical method Method of sections Method of joints All of these Graphical method Method of sections Method of joints ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is F/A F/2A 3F/2A 2F/3A F/A F/2A 3F/2A 2F/3A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called Proof load Proof stress Stiffness Proof resilience Proof load Proof stress Stiffness Proof resilience ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon M = 0 All of these V = 0 H = 0 M = 0 All of these V = 0 H = 0 ANSWER DOWNLOAD EXAMIANS APP
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