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Theory of Structures

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

Method of sections
All of these
Graphical method
Method of joints

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/2l
wa²/2l
wa/l

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.20 to 1.30
1.40 to 1.50
1.30 to 1.40
1.10 to 1.20

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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

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

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 1/M
Width b M 2
Width b M
Width b 3 M

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Shear Modulus
Both A. and B.
Modulus of Elasticity

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