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Structural Analysis

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

9
6
7
8

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Horizontal direction
Inclined direction
The direction in which the deflection is required
Vertical direction

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

2
3
1
6

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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)

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

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Structural Analysis
The three moments equation is applicable only when

The spans are equal
There is no discontinuity such as hinges within the span
The beam is prismatic
There is no settlement of supports

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Structural Analysis
The width of the analogous column in the method of column analogy is

2/EI
1/EI
1/4 EI
1/2 EI

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