Structural Analysis The width of the analogous column in the method of column analogy is 1/2 EI 2/EI 1/4 EI 1/EI 1/2 EI 2/EI 1/4 EI 1/EI ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The test strength of the sample is taken as the average of the strength of 4 specimens 3 specimens 2 specimens 5 specimens 4 specimens 3 specimens 2 specimens 5 specimens ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, With partial restraint against torsion of the support and free at the end None of these Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end None of these Restrained against torsion at the support and free at the end Unstrained against torsion at the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The carryover factor in a prismatic member whose far end is fixed is 1/2 0 1 3/4 1/2 0 1 3/4 ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be 15 kN.m 30 kN.m 60 kN.m 8 kN.m 15 kN.m 30 kN.m 60 kN.m 8 kN.m ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies Less than the left half span Whole of left half span More than the left half span Whole span Less than the left half span Whole of left half span More than the left half span Whole span ANSWER DOWNLOAD EXAMIANS APP
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