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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/16
1/10
1/8

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Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
None of these
It moves horizontally
It moves vertically

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
(L/2d)²
L/2d
L/d

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = F – S
Q = S × F
Q = S – F

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

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

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

ee²l/3d²
e²l²/3d²
el/2d
el²/3d²

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