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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

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

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

j – 2r
2j – r
3j – r
2j + r

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

is decreased
is increased
becomes zero
remains unchanged

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Structural Analysis
The width of the analogous column in the method of column analogy is

1/2 EI
1/EI
2/EI
1/4 EI

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

(i)and(ii)
only (i)
(ii) and (iii)
(i), (ii) and (iii)

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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

0.25 Wl
0.24 Wl
0.20 Wl
0.16 Wl

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MORE MCQ ON Structural Analysis

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