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Structural Analysis

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

7
6
9
8

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

5
4
6
3

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

decrease and decrease
increase and decrease
decrease and increase
increase and increase

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

3
4
9
6

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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)

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

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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 + 2j
m + r – 3j
m + r – 2j

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