Civil Engineering :: Theory of Structures
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The assumption in the theory of bending of beams, is :
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The shape factor of standard rolled beam section varies from
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Shear strain energy theory for the failure of a material at elastic limit, is due to
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The point of contraflexure is the point where
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The normal component of a force inclined through θ° is obtained by multiplying the force by
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A material which obeys Hook's law, is subjected to direct stress ÃÆ’0. At its elastic limit, the following statement is true,
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In the truss shown in the given figure, the force in member BC is
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A concentrated load P is supported by the free end of a quadrantal ring AB whose end B is fixed. The ratio of the vertical to horizontal deflections of the end A, is
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Stress may be defined as
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Total strain energy theory for the failure of a material at elastic limit, is known
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