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Theory of Structures

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

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

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/8
1/4
1/3
1/2

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1/4
1/2
1

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
wa/27
w²a
wa²/27

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

2L
S
L/2
L

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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

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

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