Structural Analysis The test strength of the sample is taken as the average of the strength of 3 specimens 5 specimens 2 specimens 4 specimens 3 specimens 5 specimens 2 specimens 4 specimens 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), (ii) and (iv) only (i) (i) and (ii) (i), (ii) and (iii) (i), (ii) and (iv) only (i) (i) and (ii) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Which of the following is not the displacement method? Moment distribution method Equilibrium method Kani's method Column analogy method Moment distribution method Equilibrium method Kani's method Column analogy method ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints) (m + r) = 2j (m + r) = 3j (3m + r) = 3j (m + 3r) = 3j (m + r) = 2j (m + r) = 3j (3m + r) = 3j (m + 3r) = 3j 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 0.25 Wl 0.20 Wl 0.16 Wl 0.24 Wl 0.25 Wl 0.20 Wl 0.16 Wl 0.24 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The width of the analogous column in the method of column analogy is 2/EI 1/4 EI 1/EI 1/2 EI 2/EI 1/4 EI 1/EI 1/2 EI ANSWER DOWNLOAD EXAMIANS APP
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