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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
All of these
Direction
Point of application

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1 cm
2 cm
1.5 cm
2.5 cm

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/12) A
(1/6) A
(1/18) A
(1/3) A

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

V = 0
All of these
M = 0
H = 0

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
None of these

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wl/a
wa²/2l
wa/l

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