Structural Analysis The three moments equation is applicable only when The beam is prismatic There is no settlement of supports The spans are equal There is no discontinuity such as hinges within the span The beam is prismatic There is no settlement of supports The spans are equal There is no discontinuity such as hinges within the span ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The width of the analogous column in the method of column analogy is 1/EI 2/EI 1/4 EI 1/2 EI 1/EI 2/EI 1/4 EI 1/2 EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The fixed support in a real beam becomes in the conjugate beam a Fixed support Hinged support Roller support Free end Fixed support Hinged support Roller support Free end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Kani's method Moment distribution method Column analogy method Equilibrium method Kani's method Moment distribution method Column analogy method Equilibrium method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In the slope deflection equations, the deformations are considered to be caused by i) bending moment ii) shear force iii) axial force The correct answer is (i), (ii) and (iii) (ii) and (iii) only (i) (i)and(ii) (i), (ii) and (iii) (ii) and (iii) only (i) (i)and(ii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as L/EI L/4EI L/3EI L/2EI L/EI L/4EI L/3EI L/2EI ANSWER DOWNLOAD EXAMIANS APP
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