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Theory of Structures

Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
11
14
16

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

2
3
1
1.5

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
[W (2 + f/G)]/A
[W (1 + f/ G)]/ A
(1 – g/f)/A

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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
25 N
40 N
35 N

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 2j – 3
j = 3m – 2
j = 2m – 3
m = 3j – 2

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/10
1/8
1/16

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