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Structural Analysis

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

3
4
5
6

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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
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)

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

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The diameter of the base
The dimension of the base
The reduced diameter of the column
The diameter of the top

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

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

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

6m + r – 6j
m + r – 2j
3m + r – 3j
m + r – 3j

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