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Strength of Material Sheet 18

  • 1) Question.

    A linear arch has

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  • 2) Question.

    If the central rise of a symmetrical parabolic arch is h, then the rise of arch at quarter points is 

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  • 3) Question.

    Three hinged arch is 

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  • 4) Question.

    If a three hinged parabolic arch carries a uniformly distributed load over the entire span, then any section of the arch is subjected to 

    Answer.
    For a three-hinged parabolic arch subjected to a uniformly distributed load over its entire span, any section of the arch is subjected to normal thrust only. 
    This is because the parabolic shape of the arch is the funicular curve for a uniformly distributed load. This means the line of thrust of the load coincides perfectly with the axis of the arch, eliminating any bending moment or shear force throughout the structure. The internal forces are purely compressive, resulting in only a normal thrust at every section
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  • 5) Question.

    In a three hinged arch, the linear and the actual arch meet at 

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  • 6) Question.

    Due to rise in temperature in a three hinged arch, induced stress is 

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  • 7) Question.

    According to Eddy's theorem, the vertical intercept between the linear arch and the centre line of actual arch at any point represents to some scale

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  • 8) Question.

    According to Eddy's theorem, the vertical intercept between the linear arch and the centre line of actual arch at any point represents to some scale

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  • 9) Question.

    Internal forces at every cross-section in a arch are 

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  • 10) Question.

    The effect of arching a beam is 

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  • 11) Question.

    Effective length of a column fixed at one end and hinged at the other end is 

    Answer.

    Where 1 is the actual length of the column

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  • 12) Question.

    Slenderness ratio of a 5m long column hinged at both ends and having a circular cross-section with diameter 160mm is 

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  • 13) Question.

    Rankine's formula for column is valid when slenderness ratio

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  • 14) Question.

    Effective length of a chimney of 20 m height is taken as 

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  • 15) Question.

    A long column has maximum crippling load when its 

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  • 16) Question.

    Euler's formula for a mild steel long column hinged at both ends is not valid for slenderness ratio

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  • 17) Question.

    When both ends of a column are fixed, the crippling load is P. If one end of the column is made free, the value of crippling load will be changed to 

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  • 18) Question.

    Buckling load for a given column depends upon

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  • 19) Question.

    A carriage spring of span 1 consists of n plates each of thickness t and width b. If the spring carries a load W and modulus of elasticity of the spring is E, then the central deflection of the spring is 

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  • 20) Question.

    Deflection in a leaf spring is more if its 

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