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THEORY OF STRUCTURES

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

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

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

30 N
40 N
25 N
35 N

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 2h/l² × (1 – x)
y = h/l² × (1 – x )
y = 3h/l² × (1 – x)
y = 4h/l² × (1 – x)

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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 area of the core of a column of cross sectional area A, is

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

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