Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.211 L 0.234 L 0.5 L 0.25 L 0.211 L 0.234 L 0.5 L 0.25 L ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are one linear movement and two rotations three linear movements two linear movements and one rotation three rotations one linear movement and two rotations three linear movements two linear movements and one rotation three rotations 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/3EI L/EI L/2EI L/4EI L/3EI L/EI L/2EI L/4EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would Always be compression Change from tension to compression Always be tension Change from compression to tension Always be compression Change from tension to compression Always be tension Change from compression to tension ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Column analogy method Equilibrium method Kani's method Moment distribution method Column analogy method Equilibrium method Kani's method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
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