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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
2j – r
3j – r

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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

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

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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 – 2j
m + r – 3j
m + r + 3j

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

greater than 1
zero
1
less than 1

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

12 times
13 times
11 times
10 times

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

1/2
0
1
3/4

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MORE MCQ ON Structural Analysis

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