Structural Analysis The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings) j-2r 2j-r 3j-r j-3r j-2r 2j-r 3j-r j-3r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective and actual lengths of a cantilever are same if continuous at the support, Unstrained against torsion at the support and free at the end None of these Restrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end Unstrained against torsion at the support and free at the end None of these Restrained against torsion at the support and free at the end With partial restraint against torsion of the support and free at the end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The fixed support in a real beam becomes in the conjugate beam a Fixed support Roller support Hinged support Free end Fixed support Roller support Hinged support Free end ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that the load position should be such that the section divides it equally on both sides the tail of the load reaches the section the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span the load position should be such that the section divides it equally on both sides the tail of the load reaches the section the head of the load reaches the section the load position should be such that the section divides the load in the same ratio as it divides the span 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 – 3j m + r – 2j m – r + 2j m + r + 2j m + r – 3j m + r – 2j m – r + 2j ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from -3 mm to +3 mm -4 mm to +4 mm -5 mm to +5 mm -2 mm to +2 mm -3 mm to +3 mm -4 mm to +4 mm -5 mm to +5 mm -2 mm to +2 mm ANSWER DOWNLOAD EXAMIANS APP
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