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Theory of Structures

Theory of Structures
In the truss, the force in the member AC is

t tensile
6.25 t compressive
t compressive
8.75 t tensile

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Rankine's theory
Haig's theory
Guest's or Trecas' theory
St. Venant's theory

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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/3d)²
(L/2d)²
L/2d
L/d

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1.5
1
2

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/3
L/4
L/5

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/8
WI²/4
WI²/12

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