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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

less than 1
1
zero
greater than 1

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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 – 2j
m + r + 3j

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
becomes zero
is increased
remains unchanged

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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

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

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

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

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

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

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MORE MCQ ON Structural Analysis

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