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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 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)

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

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Roller support
Fixed support
Hinged support
Free end

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

5
4
3
6

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-2 mm to +2 mm
-3 mm to +3 mm
-5 mm to +5 mm
-4 mm to +4 mm

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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
0.005mm
0.5 mm
5 mm

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