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STRUCTURAL ANALYSIS

Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

2
1
3
6

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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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Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j + r
3j – r
2j – r
j – 2r

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

13 times
12 times
10 times
11 times

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

remains unchanged
is decreased
is increased
becomes zero

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