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Theory of Structures

Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Ellipse
Circle
Parabola

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

284 MN
274 MN
294 MN
264 MN

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
H = 0
V = 0
All of these

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure
All of these
Is directly proportional to the volume

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