Structural Analysis In the slope deflection equations, the deformations are considered to be caused byi) bending momentii) shear forceiii) axial forceThe correct answer is (i), (ii) and (iii) only (i) (i)and(ii) (ii) and (iii) (i), (ii) and (iii) only (i) (i)and(ii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner ends of effective lengths of welds connecting the members All of these Between the inner end rivets of the bar for single lacing 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner ends of effective lengths of welds connecting the members All of these Between the inner end rivets of the bar for single lacing ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The diameter of the base The diameter of the top The reduced diameter of the column The dimension of the base The diameter of the base The diameter of the top The reduced diameter of the column The dimension of the base ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Bending moment at any section in a conjugate beam gives in the actual beam curvature bending moment slope deflection curvature bending moment slope deflection ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Equilibrium method Kani's method Moment distribution method Column analogy method Equilibrium method Kani's method Moment distribution method Column analogy method 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 0.5 L 0.234 L 0.25 L 0.211 L 0.5 L 0.234 L 0.25 L ANSWER DOWNLOAD EXAMIANS APP
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