Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 6 9 8 7 6 9 8 7 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 end rivets of the bar for single lacing All of these Between the inner ends of effective lengths of welds connecting the members 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner end rivets of the bar for single lacing All of these Between the inner ends of effective lengths of welds connecting the members 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
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) (i)and(ii) (ii) and (iii) only (i) (i), (ii) and (iii) (i)and(ii) (ii) and (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -2 mm to +2 mm -4 mm to +4 mm -5 mm to +5 mm -3 mm to +3 mm -2 mm to +2 mm -4 mm to +4 mm -5 mm to +5 mm -3 mm to +3 mm ANSWER DOWNLOAD EXAMIANS APP
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