While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of__________________?
		A. zero length
B. infinite length
C. zero moment of inertia
D. none of the above
		A. zero length
B. infinite length
C. zero moment of inertia
D. none of the above
		A. the centre of gravity of the load system is midway between the centre of span and wheel load under consi-deration
B. the centre of span is midway between the centre of gravity of the load system and the wheel load under consideration
C. the wheel load under consideration is midway between the centre of span and the centre of gravity of the load system
D. none of the above
		A. (m + r)<2j
B. m + r = 2j
C. (m + r)>2j
D. none of the above
where m is number of members, r is reaction components and j is number of joints
		A. vertical direction
B. horizontal direction
C. inclined direction
D. the direction in which the deflection is required
		A. the beam is prismatic
B. there is no settlement of supports
C. there is no discontinuity such as hinges within the span
D. the spans are equal
		A. L/EI
B. L/2EI
C. L/3EI
D. L/4EI
		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