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Theory of Structures

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

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

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/5
L/2
L/4

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
S
2L

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

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

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

Haig's theory
St. Venant's theory
Rankine's theory
Guest's or Trecas' theory

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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

ML²/2EI
ML/2EI
ML²/3EI
ML/EI

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