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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Plastic ratio
Poisson’s ratio
Yield ratio

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

Straight line
Circle
Parabola
Ellipse

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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 + mbd³)/4D]
BD² + mbd²)/6D]

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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

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

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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
In the truss, the force in the member AC is

t tensile
t compressive
6.25 t compressive
8.75 t tensile

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