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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa²/2l
wa/2l

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per centimetre square (N/cm²)
None of these
Per metre square (N/m2)

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/2
2/3
1/4
1/3

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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

1.5
2
1
3

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Composite beams
Compound beams
Indeterminate beams
Determinate beams

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

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