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Theory of Structures

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

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

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
All of these
Graphical method
Method of sections

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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
½
2

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/8EL
WL3/48EL
WL3/3EL
WL3/24EL

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el²/3d²
el/2d
e²l²/3d²
ee²l/3d²

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
[W (2 + f/G)]/A
(1 – g/f)/A
[W (1 + f/ G)]/ A

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