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 -3 mm to +3 mm -5 mm to +5 mm -2 mm to +2 mm -4 mm to +4 mm -3 mm to +3 mm -5 mm to +5 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 4 3 5 6 4 3 5 6 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Equilibrium method Column analogy method Kani's method Moment distribution method Equilibrium method Column analogy method Kani's method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings) 6m + r – 6j m + r – 2j m + r – 3j 3m + r – 3j 6m + r – 6j m + r – 2j m + r – 3j 3m + r – 3j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement for the web stiffeners. For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these d is the distance between flange angles or the clear distance between flanges Vertical stiffeners are spaced at a distance not greater than 1.5 d and not less than 0.33 d For horizontal stiffeners, d is the clear distance between the horizontal stiffener and the tension flange All of these d is the distance between flange angles or the clear distance between flanges 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 fixed support in a real beam becomes in the conjugate beam a Hinged support Free end Roller support Fixed support Hinged support Free end Roller support Fixed support ANSWER DOWNLOAD EXAMIANS APP
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