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Theory of Structures

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

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

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/d
(L/2d)²
L/2d
(L/3d)²

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Length of the shaft
Modulus of rigidity
Angle of twist

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d M
Depth d
Depth d 3

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

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

V = 0
M = 0
All of these
H = 0

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