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Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

2j-r
j-2r
3j-r
j-3r

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For any type of structure
In statically determinate structures only
At the point under the load only
For beams and frames only

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

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

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

None of these
(m + r)>2j
m + r = 2j
(m + r)<2j

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

becomes zero
is decreased
is increased
remains unchanged

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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