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Structural Analysis

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

6
7
9
8

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

1
6
3
2

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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

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

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1/2
1
0
3/4

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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
remains unchanged
is increased

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Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to
i) trusses
ii) statically determinate beams and frames
iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law
iv) any statically indeterminate structure
The correct answer is

(i), (ii) and (iv)
(i) and (ii)
(i), (ii) and (iii)
only (i)

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