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7.

Which of the following methods of structural analysis is a force method ?                        
A. slope deflection method B. column analogy method
C. moment distribution method D. none of the above



8.

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



9.

A load 'W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is                        
A. 0.16 Wl B. 0.20 Wl
C. 0.24 Wl D. 0.25 Wl




10.

A pin-jointed plane frame is unstable if
where m is number of members, r is reaction components and j is number of joints                        
A. (m + r)<2j B. m + r = 2j
C. (m + r)>2j D. none of the above



11.

A rigid-jointed plane frame is stable and statically determinate if
where m is number of members, r is reaction components and j is number of joints                        
A. (m + r) = 2j B. (m + r) = 3j
C. (3m + r) = 3j D. (m + 3r) = 3j



12.

A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?                        
A. 5 mm B. 0.5 mm
C. 0.05 mm D. 0.005mm



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