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Structural Analysis

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

zero
less than 1
greater than 1
1

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Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

60 kN.m
30 kN.m
8 kN.m
15 kN.m

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

three linear movements
two linear movements and one rotation
three rotations
one linear movement and two rotations

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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)

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

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

zero length
None of these
zero moment of inertia
infinite length

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

6
4
5
3

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MORE MCQ ON Structural Analysis

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