A. displacements
B. force
C. displacements and forces
D. none of the above
0
Which of the following methods of structural analysis is a force method ?
0
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___________________?
A. slope deflection method
B. column analogy method
C. moment distribution method
D. none of the above
0
The maximum bending moment due to a train of wheel loads on a simply supported girder_________________?
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
0
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust__________________?
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
0
Bending moment at any section in a conjugate beam gives in the actual beam_________________?
A. is increased
B. is decreased
C. remains unchanged
D. becomes zero
0
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of__________________?
A. slope
B. curvature
C. deflection
D. bending moment
0
The degree of static indeterminacy up to which column analogy method can be used is__________________?
A. zero length
B. infinite length
C. zero moment of inertia
D. none of the above
0
The carryover factor in a prismatic member whose far end is fixed is___________________?
A. 2
B. 3
C. 4
D. unrestricted
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