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Theory of Structures

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

0.303
0.707
0.505
0.404

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

Circle
Straight line
Ellipse
Parabola

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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
Circle
Ellipse

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Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
t tensile
t compressive
8.75 t tensile

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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
1/4
1/3
1/2

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

3 mm
5 mm
4 mm
2 mm

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