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Strength of Material Sheet 13

  • 1) Question.

    A simply supported beam with equal overhang on both sides is loaded as shown in Fig. 10.91.

                              

    If the bending moment at mid-span is zero, then the percentage overhang on each side will be 

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  • 2) Question.

    Which one of the following represents the correct shear force diagram of the simply supported beam shown in Fig. 10.90

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  • 3) Question.

    Strain energy in a member is 

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  • 4) Question.

    A cantilever is subjected to a uniformly distributed load W over its whole length 'L' and a concentrated upward force W at its free end. The deflection of the free end is 

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  • 5) Question.

    A beam of rectangular section 100 mm x 300 mm carries certain loads such that the Bending Moment at a section 

    A is M and at another section B it is (M+C). The distance between the sections 
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  • 6) Question.

    A Cantilever beam of span 4 m and cross sectional area 0.3 m wide and 0.4 m deep is subjected to a concentrated

    load of 10 KN at the free end. Neglecting self-weight, the maximum bending stress at a section 2m 

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  • 7) Question.

    Consider the following statements:

    When two planes at right angles are subjected to direct stresses, the Y axis which denotes shear stress, will pass through the centre of the Mohr's circle when the direct stresses are 

    1. equal in magnitude 

    2. unequal in magnitude, in the ratio of 1:2

    3. of the same sign

    4. of opposite signs

      Of these statements:

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  • 8) Question.

    In a particular material, if the modulus of rigidity is equal to the bulk modulus, then the Poission's ratio will be 

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  • 9) Question.

    A steel cable of 2 cm diameter is used to lift load of 500 π kg. Given that E=106 kg/cm2 and the length of the cable is 10 m, the elongation of the cable due to the load will be

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  • 10) Question.

    Consider the following statements:

    In a uni-diamensional stress system, the principal plane is defined as one on which the

    1.  shear stress is zero

    2.  normal stress is zero

    3.  shear stress is maximum

    4.  normal sterss is maximum

    Of these statements

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  • 11) Question.

    For the design of a cast iron member, the most appropriate theory of failure is

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  • 12) Question.

    At a  point in a steel member, the major principal stress is 2000 kg/cm2 and the minor principal stress is compressive. If the uni-axial tensile yield stress is 2500 kg/cm2, then the magnitude of the minor principal stress at which yielding will commence, according to the maximum shearing stress theory, is

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  • 13) Question.

    For ductile materials, the most appropriatefailure theory is

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  • 14) Question.

    A three hinged parabolic arch rib is acted upon by a single load at the left quarter point. If the central rise is increased and the shape of arch altered to segmental without changing the other details, the horizontal thrust will

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  • 15) Question.

    The stress below whcih a material has a high probability of not failing under reversal of stress is known as

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  • 16) Question.

    The property of metal which allows it to deform continuously at slow rate without any further increase in stress is known as

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  • 17) Question.

    The phenomenon of decresed resistance of a material to reversal of stress is called

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  • 18) Question.

    Impact test enables one to estimate the property of

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  • 19) Question.

    The specimen in a Charpy impact test is supported as a

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  • 20) Question.

    If the depth of a beam of rectangular section is reduced to half, strain energy stored in the beam becomes 

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