The number of independent displacement components at each joint of a rigid-jointed space frame is_______________?
A. 1
B. 2
C. 3
D. 6
A. 1
B. 2
C. 3
D. 6
A. internal forces only
B. external forces only
C. internal as well as external forces
D. none of the above
A. deflections are linear functions of applied forces
B. material obeys Hooke’s law
C. the action of applied forces will be affected by small deformations of the structure
D. none of the above
Principle of superposition is applicable when___________________? Read More »
Structural Analysis A. 0
B. 1/2
C. 3/4
D. 1
The carryover factor in a prismatic member whose far end is fixed is___________________? Read More »
Structural Analysis A. 2
B. 3
C. 4
D. unrestricted
A. zero length
B. infinite length
C. zero moment of inertia
D. none of the above
A. slope
B. curvature
C. deflection
D. bending moment
A. is increased
B. is decreased
C. remains unchanged
D. becomes zero
A. always occurs at centre of span
B. always occurs under a wheel load
C. never occurs under a wheel load
D. none of the above
A. the head of the load reaches the section
B. the tail of the load reaches the section
C. the load position should be such that the section divides it equally on both sides
D. the load position should be such that the section divides the load in the same ratio as it divides the