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Theory of Structures

Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
WD3n/d4N
8WD3n/d4N
2WD3n/d4N

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

16
11
14
15

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

150/EIc
100/EIc
50/EIc
200/EIc

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²Dn/d4N
4W²D3n/d4N
4WD²n/d4N
4W²D3n²/d4N

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

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

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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
2/7
4/7

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