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Structural Analysis

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/4EI
L/EI
L/2EI
L/3EI

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Always occurs under a wheel load
Always occurs at centre of span
None of these
Never occurs under a wheel load

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

None of these
zero length
infinite length
zero moment of inertia

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-5 mm to +5 mm
-2 mm to +2 mm
-4 mm to +4 mm
-3 mm to +3 mm

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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 ?

0.005mm
5 mm
0.5 mm
0.05 mm

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