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Theory of Structures

Theory of Structures
The load on a spring per unit deflection, is called

Proof resilience
Proof load
Proof stress
Stiffness

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL²/2EI
WL3/2EI
WL²/3EI

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.7
1.4
1.5
1.6

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

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

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/min
/30 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/sec

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

All of these
E = 2N (1 + 1/m)
E = 3K (1 – 2/m)
(3/2)K (1 – 2/m) = N (1 + 1/m)

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