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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

2
1.5
3
1

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
3F/2A
2F/3A
F/2A

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1½ : 2
1 : 1 : 2
None of these
2 : 1½ : 1

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Von Mises
Guest or Trecas
St. Venant
Rankine

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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

25 N
40 N
35 N
30 N

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

b³h/12
bh²/12
b²h/12
bh³/12

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