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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

All of these
Point of application
Magnitude
Direction

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/24EL
WL3/8EL
WL3/48EL
WL3/3EL

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

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

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

Von Mises
Guest or Trecas
Rankine
St. Venant

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Circle
Parabola
Ellipse

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

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

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