Structural Analysis Number of unknown internal forces in each member of a rigid jointed plane frame is 3 6 4 9 3 6 4 9 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Study the following statements.i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy.ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy.iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy.iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy.The correct answer is (ii) and (iii) (i) and (iii) (ii) and (iv) (i) and (iv) (ii) and (iii) (i) and (iii) (ii) and (iv) (i) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are three rotations two linear movements and one rotation one linear movement and two rotations three linear movements three rotations two linear movements and one rotation one linear movement and two rotations three linear movements ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following methods of structural analysis is a displacement method? Column analogy method Three moment equation Moment distribution method None of these Column analogy method Three moment equation Moment distribution method None of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. d is the distance between flange angles or the clear distance between flanges All of these For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d d is the distance between flange angles or the clear distance between flanges All of these For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d ANSWER DOWNLOAD EXAMIANS APP
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
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