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Theory of Structures

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

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

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.404
0.707
0.505
0.303

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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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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per centimetre square (N/cm²)
None of these
Per millimetre square (N/mm²)

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
L
2L
L/2

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/h
2W/ha
Wa/2h
2h/Wa

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