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Theory of Structures

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

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

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/2AE
WL/AE
WL/2AE
W²L/AE

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Radius of the shaft
Modulus of rigidity
Length of the shaft

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

1.5
1.6
1.4
1.7

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
Three bars intersecting at a point
three parallel bars
Two bars

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

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