Structural Analysis The carryover factor in a prismatic member whose far end is fixed is 3/4 0 1 1/2 3/4 0 1 1/2 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Study the following statements. i) The displacement method is more useful when degree of kinematic indeterminacy is greater than the degree of static indeterminacy. ii) The displacement method is more useful when degree of kinematic indeterminacy is less than the degree of static indeterminacy. iii) The force method is more useful when degree of static indeterminacy is greater than the degree of kinematic indeterminacy. iv) The force method is more useful when degree of static indeterminacy is less than the degree of kinematic indeterminacy. The correct answer is (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (iv) (ii) and (iv) (i) and (iii) (ii) and (iii) (i) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would Change from tension to compression Change from compression to tension Always be compression Always be tension Change from tension to compression Change from compression to tension Always be compression Always be tension 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 beams and frames only For any type of structure At the point under the load only In statically determinate structures only For beams and frames only For any type of structure ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The test strength of the sample is taken as the average of the strength of 2 specimens 4 specimens 3 specimens 5 specimens 2 specimens 4 specimens 3 specimens 5 specimens ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement applicable to cased columns. The surface and edges of the steel column should be provided a concrete cover not less than 50 mm Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used All of these The surface and edges of the steel column should be provided a concrete cover not less than 50 mm Single I-beam or channels back with or without flange plates may be used Single I-beam or channels back with or without flange plates may be used All of these ANSWER DOWNLOAD EXAMIANS APP
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