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Theory of Structures

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

1
3
2
1.5

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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
35 N
40 N

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL3/3EI
WL²/2EI
WL3/2EI

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/2
2
1
1/4

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span
None of these
At the crown
Anywhere in the rib

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

16
14
11
15

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