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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
1/8
1/10
1/16

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

13 M
14 M
15 M
16 m

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof stress
Proof load
Stiffness

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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
el²/3d²
e²l²/3d²
el/2d

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/EI
ML²/3EI
ML/2EI
ML²/2EI

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

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