Structural Analysis The number of independent equations to be satisfied for static equilibrium of a plane structure is 5 3 6 4 5 3 6 4 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 (i) and (iii) (i) and (iv) (ii) and (iii) (ii) and (iv) (i) and (iii) (i) and (iv) (ii) and (iii) (ii) and (iv) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The Castigliano's second theorem can be used to compute deflections 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 At the point under the load only ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Pick up the correct statement applicable to cased columns. 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 The surface and edges of the steel column should be provided a concrete cover not less than 50 mm 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 indeterminate Stable and statically determinate Unstable None of these Stable and statically indeterminate Stable and statically determinate Unstable None of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is 0.20 Wl 0.16 Wl 0.24 Wl 0.25 Wl 0.20 Wl 0.16 Wl 0.24 Wl 0.25 Wl ANSWER DOWNLOAD EXAMIANS APP
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