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Theory of Structures

Theory of Structures
A truss containing j joints and m members, will be a simple truss if

m = 3j – 2
m = 2j – 3
j = 3m – 2
j = 2m – 3

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

2/3
4/7
4/3
3/2

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

Straight line
Parabola
Ellipse
Circle

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Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
4/7
1/7
2/7

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

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

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Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa/2l
wa²/2l

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