Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 5 6 3 4 5 6 3 4 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 (i) and (ii) (i), (ii) and (iii) only (i) (i), (ii) and (iv) (i) and (ii) (i), (ii) and (iii) only (i) (i), (ii) and (iv) 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 -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 -2 mm to +2 mm -4 mm to +4 mm ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The test strength of the sample is taken as the average of the strength of 5 specimens 2 specimens 3 specimens 4 specimens 5 specimens 2 specimens 3 specimens 4 specimens ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Bending moment at any section in a conjugate beam gives in the actual beam deflection slope bending moment curvature deflection slope bending moment curvature ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections For any type of structure In statically determinate structures only For beams and frames only At the point under the load only For any type of structure In statically determinate structures only For beams and frames only At the point under the load only ANSWER DOWNLOAD EXAMIANS APP
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