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Theory of Structures

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

Circle
Ellipse
Straight line
Parabola

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
1
2
½

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

t compressive
6.25 t compressive
t tensile
8.75 t tensile

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

V = 0
All of these
H = 0
M = 0

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
bh³/12
b²h/12
b³h/12

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Theory of Structures
Flat spiral springs

All of these
Are wound by applying a torque
Consist of uniform thin strips
Consist of uniform thin strips

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