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Structural Analysis

Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

7
8
9
6

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 2j
m + r – 3j
m – r + 2j
m + r + 2j

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Structural Analysis
Castigliano’s first theorem is applicable

only when principle of superposition is valid
when the system behaves elastically
for statically determinate structures only
None of these

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Hinged support
Fixed support
Roller support
Free end

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

4
3
9
6

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Stable and statically indeterminate
Stable and statically determinate
Unstable
None of these

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