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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Straight line
Circle
Hyperbola
Parabola

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Theory of Structures
Stress may be expressed in Newtons

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

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²Dn/d4N
4WD²n/d4N
4W²D3n/d4N

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
w²a
wa²/27
wa/27

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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

2
1
1.5
3

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.404
0.707
0.505

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