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Theory of Structures

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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/8
1/16
1/10

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof resilience
Proof load
Proof stress

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

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

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/2EI
ML/2EI
ML/EI
ML²/3EI

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L/2
S
2L
L

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