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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

Ellipse
Parabola
Straight line
Circle

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

1/8
1/3
1/4
1/2

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Theory of Structures
At yield point of a test piece, the material

Obeys Hooke’s law
Behaves in an elastic manner
Regains its original shape on removal of the load
Undergoes plastic deformation

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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
3
1.5
2

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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

Straight line
Parabola
Ellipse
Circle

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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

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

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