• 1. 
    Strain is defined as the ratio of

  • change in volume to original volume
  • change in length to original length
  • change in cross-sectional area to original cross-sectional area
  • any one of the above
  • none of the above.
  • 2. 
    Hooke’s law holds good up to

  • yield point
  • limit of proportionality
  • breaking point
  • elastic limit
  • plastic limit.
  • 3. 
    Young’s modulus is defined as the ratio of

  • volumetric stress and volumetric strain
  • lateral stress and lateral strain
  • longitudinal stress and longitudinal strain
  • shear stress to shear strain
  • longitudinal stress and lateral strain.
  • 4. 
    The unit of Young’s modulus is

  • mm/mm
  • kg/cm
  • kg
  • kg/cm2
  • kg cm2.
  • 5. 
    Deformation per unit length in the direction of force is known as

  • strain
  • lateral strain
  • linear strain
  • linear stress
  • unit strain.
  • 6. 
    It equal and opposite forces applied to a body tend to elongate it, the stress so produced is called

  • internal resistanpe
  • tensile stress
  • transverse stress
  • compressive stress
  • working stress.
  • 7. 
    The materials having same elastic properties in all directions are called

  • ideal materials
  • uniform materials
  • isotropic materials
  • paractical materials
  • elastic materials.
  • 8. 
    A thin mild steel wire is loaded by adding loads in equal increments till it breaks. The extensions noted with increasing loads will behave as under

  • uniform throughout
  • increase uniformly
  • first increase and then decrease
  • increase uniformly first and then increase rapidly
  • increase rapidly first and then uniformly.
  • 9. 
    Modulus of rigidity is defined as the ratio of

  • longitudinal stress and longitudinal strain
  • volumetric stress and volumetric strain
  • lateral stress and lateral strain
  • shear stress and shear strain
  • linear stress and lateral strain.
  • 10. 
    If the radius of wire stretched by a load is doubled, then its Young’s modulus will be

  • doubled
  • halved
  • become four times
  • become one-fourth
  • remain unaffected.
  • 11. 
    The ultimate tensile stress of mild steel compared to ultimate compressive stress is

  • same
  • more
  • less
  • more or less depending on other factors
  • unpredictable.
  • 12. 
    Tensile strength of a material is obtained by dividing the maximum load during the test by the

  • area at the time of fracture
  • original cross-sectional area
  • average of (a) and (b)
  • minimum area after fracture
  • none of the above.
  • 13. 
    The impact strength of a material is an index of its

  • toughness
  • tensile strength
  • capability of being cold worked
  • hardness
  • fatigue strength.
  • 14. 
    The Young’s modulus of a wire is defined as the stress which will increase the length of wire compared to its original length

  • half
  • same amount
  • double
  • one-fourth
  • four times.
  • 15. 
    Percentage reduction of area in performing tensile test on cast iron may be of the order of

  • 50%
  • 25%
  • 0%
  • 15%
  • 60%.
  • 16. 
    The intensity of stress which causes unit strain is called

  • unit stress
  • bulk modulus
  • modulus of rigidity
  • modulus of elasticity
  • principal stress.
  • 17. 
    True stress-strain curve for materials is plotted between

  • load/original cross-sectional area and change in length/original length
  • load/instantaneous cross-sectional area original area and log.
  • load/instantaneous cross-sectional area and change in length/original length
  • load/instantaneous area and instantaneous area/original area
  • none of the above.
  • 18. 
    During a tensile test on a specimen of 1 cm cross-section, maximum load observed was 8 tonnes and area of cross-section at neck was 0.5 cm2. Ultimate tensile strength of specimen is

  • 4 tonnes/cm2
  • 8 tonnes/cm2
  • 16 tonnes/cm2
  • 22 tonnes/cm2
  • none of the above.
  • 19. 
    For steel, the ultimate strength in shear as compared to in tension is nearly

  • same
  • half
  • one-third
  • two-third
  • one-fourth.
  • 20. 
    Which of the following has no unit

  • kinematic viscosity
  • surface tension
  • bulk modulus
  • strain
  • elasticity.
  • 21. 
    Which is the false statement about true stress-strain method

  • It does not exist
  • It is more sensitive to changes in both metallurgical and mechanical conditions
  • It gives, a more accurate picture of the ductility
  • It can be correlated with stress-strain values in other tests like torsion, impact, combined stress tests etc.
  • It can be used for compression tests as well.
  • 22. 
    In a tensile test on mild steel specimen, the breaking stress as compared to ultimate tensile stress is

  • more
  • less
  • same
  • more/less depending on composition
  • may have any value.
  • 23. 
    If a part is constrained to move and heated, it will develop

  • principal stress
  • tensile stress
  • compressive stress
  • shear stress
  • no stress.
  • 24. 
    Which of the following materials is most elastic

  • rubber
  • plastic
  • brass
  • steel
  • glass.
  • 25. 
    The value of modulus of elasticity for mild steel is of the order of

  • 2.1xl05 kg/cm2
  • 2.1 X 106 kg/cm2
  • 2.1 x 107 kg/cm2
  • 0.1 xlO6 kg/cm2 (
  • 26. 
    The value of Poisson’s ratio for steel is between

  • 0.01 to 0.1
  • 0.23 to 0.27
  • 0.25 to 0.33
  • 0.4 to 0.6
  • 3 to 4.
  • 27. 
    The buckling load for a given material depends on

  • slenderness ratio and area of cross-section
  • Poisson’s ratio and modulus of elasticity
  • slenderness ratio and modulus of elasticity
  • slenderness ratio, area of cross-section and modulus of elasticity
  • Poisson’s ratio and slenderness ratio.
  • 28. 
    The total elongation produced in a bar of uniform section hanging vertically downwards due to its own weight is equal to that produced by a weight

  • of same magnitude as that of bar and applied at the lower end
  • half the weight of bar applied at lower end
  • half of the square of weight of bar applied at lower end
  • one-fourth of weight of bar applied at lower end
  • none of the above.
  • 29. 
    The property of a material by virtue of which a body returns to its original, shape after removal of the load is called

  • plasticity
  • elasticity
  • ductility
  • malleability
  • resilience.
  • 30. 
    The materials which exhibit the same elastic properties in all directions are called

  • homogeneous
  • inelastic
  • isotropic
  • isentropic
  • visco-elastic.
  • 31. 
    The value of Poisson’s ratio for cast iron is

  • 0.1 to 0.2
  • 0.23 to 0.27
  • 0.25 to 0.33
  • 0.4 to 0.6
  • 3 to 4.
  • 32. 
    The property of a material which allows it to be drawn into a smaller section is called

  • plasticity
  • ductility
  • elasticity
  • malleability
  • drawabihty.
  • 33. 
    Poisson’s ratio is defined as the ratio of

  • longitudinal stress and longitudinal strain
  • longitudinal stress and lateral stress
  • lateral stress and longitudinal stress
  • lateral stress and lateral strain
  • none of the above.
  • 34. 
    For which material the Poisson’s ratio is more than unity

  • steel
  • copper
  • aluminium
  • cast iron
  • none of the above.
  • 35. 
    The property of a material by virtue of which it can be beaten or rolled into plates is called

  • malleability
  • ductility
  • plasticity
  • elasticity
  • reliability.
  • 36. 
    The change in the unit volume of a material under tension with increase in its Poisson’s ratio will ,

  • increase
  • decrease
  • remain same
  • increase initially and then decrease
  • unpredictable.
  • 37. 
    The percentage reduction in area of a cast iron specimen during tensile test would be of the order of

  • more than 50%
  • 25—50%
  • 10—25%
  • 5—10%
  • negligible.
  • 38. 
    If a material expands freely due to heating it will develop

  • thermal stresses
  • tensile stress
  • bending
  • compressive stress
  • no stress.
  • 39. 
    In a tensile test, near the elastic limit zone, the

  • tensile strain increases more quickly
  • tensile strain decreases more quickly
  • tensile strain increases in proportion to the stress
  • tensile strain decreases in proportion to the stress
  • tensile strain remains constant.
  • 40. 
    The stress necessary to initiate yielding is

  • considerably greater than that necessary to continue it
  • considerably lesser than that necessary to continue it
  • greater than that necessary to stop it
  • lesser than that necessary to stop it
  • equal to that necessary to stop it.
  • 41. 
    In the tensile test, the phenomenon of slow extension of the material, i. e. stress increasing with the time at a constant load is called

  • creeping
  • yielding
  • breaking
  • plasticity
  • none of the above.
  • 42. 
    The stress developed in a material at breaking point in extension is called

  • breaking stress
  • fracture stress
  • yield point stress
  • ultimate tensile stress
  • proof stress.
  • 43. 
    Rupture stress is

  • breaking stress
  • maximum load/original cross-sectional area
  • load at breaking point/A
  • load at breaking point/neck area
  • maximum stress.
  • 44. 
    The elasticity of various materials is controlled by its

  • ultimate tensile stress
  • proof stress
  • stress at yield point
  • stress at elastic limit
  • tensile stress.
  • 45. 
    The ratio of lateral strain to the linear strain within elastic limit is known as

  • Young’s modulus
  • bulk modulus
  • modulus of rigidity
  • modulus of elasticity
  • Poisson’s ratio.
  • 46. 
    The ratio of direct stress to volumetric strain in case of a body subjected to three mutually perpendicular stresses of equal intensity, is equal to

  • Young’s modulus
  • bulk modulus
  • modulus of rigidity
  • modulus of elasticity
  • Poisson’s ratio.
  • 47. 
    The stress at which extension of the material takes place more quickly as compared to the increase in load is called

  • elastic point of the material
  • plastic point of the material
  • breaking point of the material
  • yielding point of the material
  • ultimate point of the material.
  • 48. 
    In question 56, the internal reaction in bottom 80 cm length will be

  • same in both cases
  • zero in first case
  • different in both cases
  • data are not sufficient to determine same
  • none of the above.
  • 49. 
    Flow stress corresponds to

  • fluids in motion
  • breaking point
  • plastic deformation of solids
  • rupture stress
  • none of the above.
  • 50. 
    When it is indicated that a member is elastic, it means that when force is applied, it will

  • not deform
  • be safest
  • stretch
  • not stretch
  • none of the above.
  • 51. 
    The energy absorbed in a body, when it is strained within the elastic limits, is known as

  • strain energy
  • resilience
  • proof resilience
  • modulus of resilience
  • toughness..
  • 52. 
    Resilience of a material is considered when it is subjected to

  • frequent heat treatment
  • fatigue
  • creep
  • shock loading
  • resonant condition.
  • 53. 
    The maximum strain energy that can be stored in a body is known as

  • impact energy
  • resilience
  • proof resilience
  • modulus of resilience
  • toughness.
  • 54. 
    The total strain energy stored in a body is termed as

  • resilience
  • proof resilience
  • modulus of resilience
  • toughness
  • impact energy.
  • 55. 
    Proof resilience per material is known as

  • resilience
  • proof resilience
  • modulus of resilience
  • toughness
  • impact energy.
  • 56. 
    The stress induced in a body due to suddenly applied load compared to when it is applied gradually is

  • same
  • half
  • two times
  • four times
  • none of the above.
  • 57. 
    The strain energy stored in a body due to suddenly applied load compared to when it is applied gradually is

  • same
  • twice
  • four times
  • eight times
  • half.
  • 58. 
    A material capable of absorbing large amount of energy before fracture is known as

  • ductility
  • toughness
  • resilience
  • shock proof
  • plasticity.
  • 59. 
    A beam is loaded as cantilever. If the load at the end is increased, the failure will occur

  • in the middle
  • at the tip below the load
  • at the support
  • anywhere
  • none of the above.
  • 60. 
    A non-yielding support implies that the

  • support is frictionless
  • support can take any amount of reaction
  • support holds member firmly
  • slope of the beam at the support is zero
  • none of the above.
  • 61. 
    The ratio of elongation in a prismatic bar due to its own weight (W) as compared to another similar bar carrying an additional weight (W) will be

  • 1:2
  • 1 : 3
  • 1 : 4
  • 1 : 2.5
  • 1 : 2.25.
  • 62. 
    In a prismatic member made of two materials so joined that they deform equally under axial stress, the unit stresses in two materials are

  • equal
  • proportional to their respective moduli of elasticity
  • inversely proportional to their moduli of elasticity
  • average of the sum of moduli of elas-ticity
  • none of the above.
  • 63. 
    In riveted boiler joints, all stresses, shearing, bearing and tensile are based on the

  • size of rivet
  • size of the drilled or reamed hole
  • average of size of rivet and hole
  • smaller of the two
  • any one of the above.
  • 64. 
    The distance between the centres of the rivets in adjacent rows of zig-zag riveted joint is known as

  • pitch
  • back pitch
  • diagonal pitch
  • diametral pitch
  • lap.
  • 65. 
    Efficiency of a riveted joint is the ratio of its strength (max. load it can resist without failure) to the strength of the unpunched plate in

  • tension
  • compression
  • bearing
  • any one of the above
  • none of the above.
  • 66. 
    When two plates are butt together and riveted with cover plates with two rows of rivets, the joi;it is known as

  • lap point
  • butt joint
  • single riveted single cover butt joint
  • double riveted double cover butt joint
  • single riveted double cover butt joint.
  • 67. 
    A riveted joint in which every rivet of a row is opposite to other rivet of the outer row, is known as

  • chain riveted joint
  • diamond riveted joint
  • criss-cross riveted joint
  • zig-zag riveted joint
  • none of the above.
  • 68. 
    A riveted joint in which the number otrivets decrease from innermost to outer most row is called

  • chain riveted joint
  • diamond riveted joint
  • criss-cross riveted joint
  • zig-zag riveted joint
  • none of the above.
  • 69. 
    If the rivets in adjacent rows are staggered and the outermost row has only one rivet, the arrangement of the rivets is called

  • chain riveting
  • zig zag riveting
  • diamond riveting
  • criss-cross riveting
  • none of the above.
  • 70. 
    Diamond riveted joint can be adopted in the case of following type of joint

  • butt joint
  • lap joint
  • double riveted lap joints
  • all types of joints
  • none of the above.
  • 71. 
    Rivets are made of following type of material

  • tough
  • hard
  • resilient
  • ductile
  • malleable.
  • 72. 
    The weakest section of a diamond riveting is the section which passes through

  • the first row
  • the second row
  • the central row
  • one rivet hole of the end row
  • none of the above.
  • 73. 
    The deformation of a bar under its own weight compared to the deformation of same body subjected to a direct load equal to weight of the body is

  • same
  • double
  • half
  • four times
  • one-fourth.
  • 74. 
    The force acting along the circumference will cause stress in the walls in a direction normal to the longitudinal axis of cylinder; this stress is called

  • longitudinal stress
  • hoop stress
  • yeiled stress
  • ultimate stress
  • none of the above.
  • 75. 
    A boiler shell 200 cm diameter and plate thickness 1.5 cm is subjected to internal pressure of 1.5 MN/m , then the hoop stress will be

  • 30 MN/m2
  • 50 MN/m2
  • 100 MN/m2
  • 200 MN/m2
  • 300 MN/m2.
  • 76. 
    A cylindrical section having no joint is known as

  • jointless section
  • homogeneous section
  • perfect section
  • manufactured section
  • seamless section.
  • 77. 
    Longitudinal stress in a thin cylinder is

  • equal to the hoop stress
  • twice the hoop stress
  • half of the hoop stress
  • one-fourth of hoop stress
  • four times the hoop stress.
  • 78. 
    The safe twisting moment for a compound shaft is equal to the

  • maximum calculated value
  • minimum calculated value
  • mean value
  • extreme value
  • none of the above.
  • 79. 
    The torsional rigidity of a shaft is expressed by the

  • maximum torque it can transmit
  • number of cycles it undergoes before failure
  • elastic limit up to which it resists torsion, shear and bending stresses
  • torque required to produce a twist of one radian per unit length of shaft
  • maximum power it can transmit at highest possible-speed.
  • 80. 
    The value of shear stress which is induced in the shaft due to the applied couple varies

  • from maximum at the center to zero at the circumference
  • from zero at the center to maximum at the circumference
  • from maximum at the center to mini-mum at the cricumference
  • from minimum at the centro to maxi-mum at the circumference
  • none of the above.
  • 81. 
    A key is subjected to side pressure as well at shearing forces. These pressures are called

  • bearing stresses
  • fatigue stresses
  • crushing stresses
  • resultant stresses
  • none of the above.
  • 82. 
    In a belt drive, the pulley diameter is doubled, the belt tension and pulley width remaining same. The changes required in key will be

  • increase key length
  • increase key depth
  • increase key width
  • double all the dimensions
  • none of the above.
  • 83. 
    Shear stress induced in a shaft subjected to tension will be

  • maximum at periphery and zero at center
  • maximum at center
  • uniform throughout
  • average value in center
  • none of the above.
  • 84. 
    If rain is falling in the opposite direction of the movement of a pedestrain, he has to hold his umbrella

  • more inclined when moving
  • less inclined when moving
  • more inclined when standing
  • less inclined when standing
  • none of the above.
  • 85. 
    A projectile is fired at an angle 9 to the vertical. Its horizontal range will be maximum when 9 is

  • 30°
  • 45°
  • 60°
  • 90°.
  • 86. 
    Limiting force of friction is the

  • tangent of angle between normal-reaction and the resultant of normal reaction and limiting friction
  • ratio of limiting friction and normal reaction
  • the friction force acting when the body is just about to move
  • the friction force acting when the body is in motion
  • minimum force of friction.
  • 87. 
    Coulomb friction is the friction between

  • bodies having relative motion
  • two dry surfaces
  • two lubricated surfaces
  • solids and liquids
  • electrically charged particles.
  • 88. 
    Dynamic friction as compared to static friction is

  • same
  • more
  • less
  • may be less of more depending on nature of surfaces and velocity
  • has no correlation.
  • 89. 
    Tangent of angle of friction is equal to

  • kinetic friction
  • limiting friction
  • angle of repose
  • coefficient of friction
  • friction force.
  • 90. 
    Kinetic friction is the

  • tangent of angle between normal reaction and the resultant of normal reaction and the limiting friction
  • ratio of limiting friction and normal reaction
  • the friction force acting when the body is just about to move
  • the friction force acting when the body is in motion
  • dynamic friction.
  • 91. 
    The effort required to lift a load W on a screw jack with helix angle a and angle of friction

  • Wtan(a + <)>)
  • Wtan(a-<)>)
  • Wcos(a + )
  • Wsin(a + <(>)
  • W (sin a + cos ).
  • 92. 
    A semi-circular disc rests on a horizontal surface with its top flat surface horizontal and circular portion touching down. The coefficient of friction between semi-cricular disc and horizontal surface is i. This disc is to be pulled by a horizontal force applied at one edge and it always remains horizontal. When the disc is about to start moving, its top horizontal force will

  • remain horizontal
  • slant up towards direction of pull
  • slant down towards direction of pull
  • unpredictable
  • none of the above.
  • 93. 
    A particle inside a hollow sphere of radius r, having coefficient of friction -rr can rest upto height of

  • r/2
  • r/A
  • r/%
  • 0.134 r
  • 3r/8.
  • 94. 
    The algebraic sum of moments of the forces forming couple about any point in their plane is

  • equal to the moment of the couple
  • constant
  • both of above are correct
  • both of above are wrong
  • none of the above.
  • 95. 
    A single force and a couple acting in the same plane upon a rigid body

  • balance each other
  • cannot balance each other
  • produce moment of a couple
  • are equivalent
  • none of the above.
  • 96. 
    . If three forces acting in one plane upon a rigid body, keep it in equilibrium, then they must either

  • meet in a point
  • be all parallel
  • at least two of them must meet
  • all the above are correct
  • none of the above.
  • 97. 
    . The maximum frictional force which comes into play when a body just begins to slide over another surface is called

  • limiting friction
  • sliding friction
  • rolling friction
  • kinematic friction
  • dynamic friction.
  • 98. 
    . The co-efficient of friction depends upon

  • nature of surfaces
  • area of contact
  • shape of the surfaces
  • ail of the above.
  • (a) and (b) above.
  • 99. 
    . The necessary condition for forces to be in equilibrium is that these should be

  • coplanar
  • meet at one point ;
  • both (a) and (b) above
  • all be equal
  • something else.
  • 100. 
    . If three forces acting in different planes can be represented by a triangle, these will be in

  • non-equilibrium
  • partial equilibrium
  • full equilibrium
  • unpredictable
  • none of the above.
  • 101. 
    . If n = number of members andy = number of joints, then for a perfect frame, n =

  • j-2
  • 2j-l
  • 2/-3
  • 3/-2
  • 2/ -4.
  • 102. 
    . A body moves, from rest with a constant acceleration of 5 m per sec. The distance covered in 5 sec is most nearly (C) 96 m

  • 38 m
  • 62.5 m
  • 124 m
  • 240 m.
  • 103. 
    . A flywheel on a motor goes from rest to 1000 rpm in 6 sec. The number of revolutions made is nearly equal to

  • 25
  • 50
  • 100
  • 250
  • 500.
  • 104. 
    Which of the following is the locus of a point that moves in such a manner that its distance from a fixed point is equal to its distance from a fixed line multiplied by a constant greater than one

  • ellipse
  • hyperbola
  • parabola
  • circle
  • none of the above.
  • 105. 
    . Which of the following is not the unit of energy

  • kg m
  • kcal
  • wattr
  • watt hours
  • kg m x (m/sec)2.
  • 106. 
    . A sample of metal weighs 219 gms in air, 180 gms in water, 120 gms in an unknown fluid. Then which is correct statement about density of metal

  • density of metal can’t be determined
  • metal is twice as dense as water
  • metal will float in water
  • metal is twice as dense as unknown fluid
  • none of the above.
  • 107. 
    . The C.G. of a solid hemisphere lies on the central radius 3r

  • at distance — from the plane base 3r
  • at distance — from the plane base 3r
  • at distance — from the plane base 3r
  • at distance — from the plane base or
  • at distance — from the plane base.
  • 108. 
    . The C.G. of a plane lamina will not be at its geometrical centre in the case of a

  • right angled triangle
  • equilateral triangle
  • square
  • circle
  • rectangle.
  • 109. 
    . The C.G. of a right circular solid cone of height h lies at the following distance from the base

  • h/2
  • J/3
  • h/6
  • h/4
  • 3/i/5.
  • 110. 
    . The M.I. of hollow circular section about a central axis perpendicular to section as compared to its M.I. about horizontal axis is

  • same
  • double
  • half
  • four times
  • one fourth.
  • 111. 
    . Which of the following is the example of lever of first order

  • arm of man
  • pair of scissors
  • pair of clinical tongs
  • all of the above
  • none of the above.
  • 112. 
    . A pair of smith’s tongs is an example of the lever of

  • zeioth order
  • first order
  • second order
  • third order
  • fourth order.
  • 113. 
    . In the lever of third order, load W, effort P and fulcrum F are oriented as follows

  • W between P and F
  • F between W and P
  • P between W and F
  • W, P and F all on one side
  • none of the above.
  • 114. 
    . The angle which an inclined plane makes with the horizontal when a body placed on it is about to move down is known as angle of

  • friction
  • limiting friction
  • repose
  • kinematic friction
  • static friction.
  • 115. 
    . In actual machines

  • mechanical advantage is greater than velocity ratio
  • mechanical advantage is equal to velocity ratio
  • mechanical advantage is less than velocity ratio
  • mechanical advantage is unity
  • none of the above.
  • 116. 
    . In ideal machines

  • mechanical advantage is greater than velocity ratio
  • mechanical advantage is equal to velocity ratio
  • mechanical advantage is less than velocity ratio
  • mechanical advantage is unity
  • none of the above.
  • 117. 
    . A cable with a uniformly distributed load per horizontal metre run will take the following shape

  • straight line
  • parabola
  • hyperbola
  • elliptical
  • part of a circle.
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