Structural Analysis The degree of static indeterminacy up to which column analogy method can be used is 6 3 4 5 6 3 4 5 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance Between the inner ends of effective lengths of welds connecting the members All of these 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner end rivets of the bar for single lacing Between the inner ends of effective lengths of welds connecting the members All of these 0.7 of the distance between the inner end rivets of the bar for double lacing Between the inner end rivets of the bar for single lacing 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 0.24 Wl 0.20 Wl 0.25 Wl 0.16 Wl 0.24 Wl 0.20 Wl 0.25 Wl 0.16 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For the stability of a structural part, the weight or anchorage should be 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these 1.4 times the minimum overturning moment due to dead load 1.2 times the minimum overturning moment due to dead load Sum of (a) and (b) None of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The width of the analogous column in the method of column analogy is 1/EI 2/EI 1/4 EI 1/2 EI 1/EI 2/EI 1/4 EI 1/2 EI 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 (iii) (i) and (ii) (i), (ii) and (iv) only (i) (i), (ii) and (iii) (i) and (ii) (i), (ii) and (iv) only (i) ANSWER DOWNLOAD EXAMIANS APP
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