Structural Analysis Degree of kinematic indeterminacy of a pin-jointed plane frame is given by j – 2r 2j – r 3j – r 2j + r j – 2r 2j – r 3j – r 2j + r ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Independent displacement components at each joint of a rigid-jointed plane frame are three rotations three linear movements two linear movements and one rotation one linear movement and two rotations three rotations three linear movements two linear movements and one rotation one linear movement and two rotations ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The effective length of lacing is the distance All of these Between the inner ends of effective lengths of welds connecting the members Between the inner end rivets of the bar for single lacing 0.7 of the distance between the inner end rivets of the bar for double lacing All of these Between the inner ends of effective lengths of welds connecting the members Between the inner end rivets of the bar for single lacing 0.7 of the distance between the inner end rivets of the bar for double lacing ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis Principle of superposition is applicable when None of these Material obeys Hooke's law The action of applied forces will be affected by small deformations of the structure Deflections are linear functions of applied forces None of these Material obeys Hooke's law The action of applied forces will be affected by small deformations of the structure Deflections are linear functions of applied forces 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 compression to tension Always be tension Always be compression Change from tension to compression Change from compression to tension Always be tension Always be compression Change from tension to compression ANSWER DOWNLOAD EXAMIANS APP
Structural Analysis The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is The diameter of the top The diameter of the base The reduced diameter of the column The dimension of the base The diameter of the top The diameter of the base The reduced diameter of the column The dimension of the base ANSWER DOWNLOAD EXAMIANS APP