Structural Analysis The width of the analogous column in the method of column analogy is 1/2 EI 1/4 EI 1/EI 2/EI 1/2 EI 1/4 EI 1/EI 2/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by m + r + 2j m + r – 2j m – r + 2j m + r – 3j m + r + 2j m + r – 2j m – r + 2j m + r – 3j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is None of these Stable and statically indeterminate Unstable Stable and statically determinate None of these Stable and statically indeterminate Unstable Stable and statically determinate 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) m + r – 3j 3m + r – 3j m + r – 2j 6m + r – 6j m + r – 3j 3m + r – 3j m + r – 2j 6m + r – 6j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The carryover factor in a prismatic member whose far end is fixed is 1/2 3/4 0 1 1/2 3/4 0 1 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would Change from tension to compression Change from compression to tension Always be compression Always be tension Change from tension to compression Change from compression to tension Always be compression Always be tension ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS