Structural Analysis The width of the analogous column in the method of column analogy is 1/EI 2/EI 1/2 EI 1/4 EI 1/EI 2/EI 1/2 EI 1/4 EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis To generate the j th column of the flexibility matrix a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the displacements are calculated at all coordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates a unit displacement is applied at co-ordinate j and the forces are calculated at all coordinates a unit force is applied at coordinate j and the displacements are calculated at all coordinates a unit force is applied at coordinate j and the forces are calculated at all coordinates a unit displacement is applied at co-ordinate j and the displacements are calculated at all co-ordinates 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 -3 mm to +3 mm -4 mm to +4 mm -2 mm to +2 mm -5 mm to +5 mm -3 mm to +3 mm -4 mm to +4 mm -2 mm to +2 mm -5 mm to +5 mm 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 clear distance between the main bars Smaller of A and B Greater of A and B 5 mm less than the minimum cover to the reinforcement 5 mm less than the minimum clear distance between the main bars Smaller of A and B Greater of A and B 5 mm less than the minimum cover to the reinforcement ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections 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 In statically determinate structures only For any type of structure At the point under the load only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Muller Breslau’s principle for obtaining influence lines is applicable toi) trussesii) statically determinate beams and framesiii) statically indeterminate structures, the material of which is elastic and follows Hooke’s lawiv) any statically indeterminate structureThe correct answer is only (i) (i), (ii) and (iii) (i), (ii) and (iv) (i) and (ii) only (i) (i), (ii) and (iii) (i), (ii) and (iv) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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