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Structural Analysis

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

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

6
5
4
3

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(3m + r) = 3j
(m + 3r) = 3j
(m + r) = 2j
(m + r) = 3j

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Becomes zero
Is increased
Is decreased
Remains unchanged

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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

0.234 L
0.5 L
0.25 L
0.211 L

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

5 mm
0.005mm
0.5 mm
0.05 mm

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