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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

All of these
Method of sections
Method of joints
Graphical method

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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,

15 M
13 M
14 M
16 m

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

Proof resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD² + mbd²)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/6D]

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit area
None of these
Force per unit volume

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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

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

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