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Theory of Structures

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

Proof stress
Proof load
Stiffness
Proof resilience

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Von Mises
Guest or Trecas
St. Venant

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
(1 – g/f)/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A

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

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

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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
ML²/2EI
ML/2EI
ML²/3EI

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Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N
8WD3n/d4N
WD3n/d4N
4W²D3n/d4N

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