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Structural Analysis

Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

deflection
slope
curvature
bending moment

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

1/2
0
3/4
1

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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
less than 1
zero
1

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

8
6
9
7

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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)

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

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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

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

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