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Theory of Structures

Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
St. Venant
Von Mises
Guest or Trecas

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

Proof load
Proof resilience
Stiffness
Proof stress

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

5/8
8/5
3/2
2/3

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

2 L
L/2
l
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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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.34
1.5
1.34
2.5

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