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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j – r
j – 2r
3j – r
2j + r

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

Stable and statically determinate
None of these
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 formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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

3
5
4
6

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.05 mm
5 mm
0.5 mm
0.005mm

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + r) = 2j
(m + r) = 3j
(3m + r) = 3j
(m + 3r) = 3j

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