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Structural Analysis

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

2j + r
2j – r
3j – r
j – 2r

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Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

3j-r
2j-r
j-2r
j-3r

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

None of these
m + r = 2j
(m + r)<2j
(m + r)>2j

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.211 L
0.25 L
0.5 L
0.234 L

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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
11 times
10 times
12 times

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Roller support
Fixed support
Free end
Hinged support

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MORE MCQ ON Structural Analysis

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