Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 30 kN.m 60 kN.m 8 kN.m 15 kN.m 30 kN.m 60 kN.m 8 kN.m 15 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For heavily reinforced concrete member, the nominal maximum size of the aggregates should be restricted to 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 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 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following methods of structural analysis is a force method? Column analogy method None of these Slope deflection method Moment distribution method Column analogy method None of these Slope deflection method Moment distribution method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when None of these The action of applied forces will be affected by small deformations of the structure Material obeys Hooke's law Deflections are linear functions of applied forces None of these The action of applied forces will be affected by small deformations of the structure Material obeys Hooke's law Deflections are linear functions of applied forces ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections At the point under the load only In statically determinate structures only For any type of structure For beams and frames only At the point under the load only In statically determinate structures only For any type of structure For beams and frames only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The three moments equation is applicable only when The spans are equal There is no discontinuity such as hinges within the span There is no settlement of supports The beam is prismatic The spans are equal There is no discontinuity such as hinges within the span There is no settlement of supports The beam is prismatic ANSWER DOWNLOAD EXAMIANS APP