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Theory of Structures

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

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

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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

e²l²/3d²
el/2d
ee²l/3d²
el²/3d²

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars intersecting at a point
three parallel bars
Three bars

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Young’s modulus is same in tension as well as in compression
Material is homogeneous
All of these

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/2
1
1/4
2

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

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

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