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Theory of Structures

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

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

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

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

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L/2
2L
L

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
8D3N/d4n
4D3N/d4n
d4N/8D3n

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b²h/12
bh²/12
bh³/12
b³h/12

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

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

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