Structural Analysis The number of independent equations to be satisfied for static equilibrium in a space structure is 6 8 9 7 6 8 9 7 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 0.16 Wl 0.25 Wl 0.20 Wl 0.24 Wl 0.16 Wl 0.25 Wl 0.20 Wl ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings) 6m + r – 6j 3m + r – 3j m + r – 2j m + r – 3j 6m + r – 6j 3m + r – 3j m + r – 2j m + r – 3j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance 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 Between the inner ends of effective lengths of welds connecting the members All of these ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is 0.211 L 0.25 L 0.5 L 0.234 L 0.211 L 0.25 L 0.5 L 0.234 L ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The number of independent displacement components at each joint of a rigid-jointed space frame is 1 2 3 6 1 2 3 6 ANSWER DOWNLOAD EXAMIANS APP
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