Theory of Structures If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following: Q = S × F Q = S + F Q = F – S Q = S – F Q = S × F Q = S + F Q = F – S Q = S – F ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is 2 mm 4 mm 5 mm 3 mm 2 mm 4 mm 5 mm 3 mm ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A body is said to be in equilibrium if It rotates about its C.G. None of these It moves vertically It moves horizontally It rotates about its C.G. None of these It moves vertically It moves horizontally ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In case of principal axes of a section None of these Sum of moment of inertia is zero Difference of moment inertia is zero Product of moment of inertia is zero None of these Sum of moment of inertia is zero Difference of moment inertia is zero Product of moment of inertia is zero ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The equivalent length of a column of length L having one end fixed and the other end free, is L/2 L L 2L L/2 L L 2L ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as Compound beams Determinate beams Composite beams Indeterminate beams Compound beams Determinate beams Composite beams Indeterminate beams ANSWER DOWNLOAD EXAMIANS APP
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