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/2EI L/3EI L/4EI L/EI L/2EI L/3EI L/4EI L/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to 5 mm less than the minimum cover to the reinforcement Greater of A and B 5 mm less than the minimum clear distance between the main bars Smaller of A and B 5 mm less than the minimum cover to the reinforcement Greater of A and B 5 mm less than the minimum clear distance between the main bars Smaller of A and B ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The minimum horizontal distance between two parallel main reinforcing bars, is The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same Greatest value of the above The diameter of the longer bar if their diameters are unequal 5 mm more than nominal maximum size of the coarse aggregate The diameter of the bar if their diameters are same Greatest value of the above ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections In statically determinate structures only For any type of structure At the point under the load only For beams and frames only In statically determinate structures only For any type of structure At the point under the load only For beams and frames only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints) Stable and statically determinate None of these Unstable Stable and statically indeterminate Stable and statically determinate None of these Unstable Stable and statically indeterminate ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, None of these Restrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end Unstrained against torsion at the support and free at the end None of these Restrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end Unstrained against torsion at the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
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