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Structural Analysis

Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

6
8
7
9

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1/2
0
1
3/4

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Structural Analysis
A load W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is

0.24 Wl
0.20 Wl
0.16 Wl
0.25 Wl

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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
0.05 mm
5 mm
0.5 mm

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Vertical direction
Horizontal direction
The direction in which the deflection is required
Inclined direction

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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)

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

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