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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
d4N/8D3n
d4N/4D3n
4D3N/d4n

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Theory of Structures
Principal planes are subjected to

Normal stresses as well as tangential stresses
None of these
Tangential stresses only
Normal stresses only

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

Ellipse
Straight line
Circle
Parabola

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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

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

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/3) A
(1/12) A
(1/18) A

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
3
4
1

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