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1.

The number of independent equations to be satisfied for static equilibrium of a plane structure is                        


A. 1 B. 2
C. 3 D. 6




2.

Degree of kinematic indeterminacy of a pin-jointed plane frame is given by                        


A. 2j - r B. j - 2r
C. 3j - r D. 2j + r




3.

Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is                        


A. 2 B. 3
C. 6 D. 8




4.

Number of unknown internal forces in each member of a rigid jointed plane frame is                        


A. 1 B. 2
C. 3 D. 6




5.

The degree of kinematic indeterminacy of a pin-jointed space frame is
where j is number of joints and r is reaction components                        


A. 2j-r B. 3j-r
C. j-2r D. j-3r




6.

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                        


A. change from compression to tension B. change from tension to compression
C. always be compression D. always be tension




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