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Theory of Structures

Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD²/6
BD³/12
BD³/6

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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
4W²D3n/d4N
4W²Dn/d4N
4WD²n/d4N

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Circle
Straight line
Parabola

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

2.5 cm
1 cm
1.5 cm
2 cm

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Theory of Structures
The strain energy due to volumetric strain

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

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

Hyperbola
Circle
Parabola
Straight line

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