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This set of Strength of Materials Multiple Choice Questions & Answers (MCQs) focuses on Strength Of Materials Set 26
Q1 | For an isotropic, homogeneous and elastic material, which obeys Hooke's law, the number of independent elastic constants is
- 1
- 2
- 3
- 6
- None of the above
Q2 | A steel wire is hang vertically under its own weight. What is the greatest length it can have if the allowable tensile stress is 2000 kg/cm2 and specific weight of steel is 8000 kg/cm
- 2500 m
- 3155 m
- 1250 m
- 1750 m
- 2797 m
Q3 | If the value of Young's modulus of elasticity is zero, it implies that the material is
- highly elastic
- plastic
- visco-elastic
- incompressible
- None of the above
Q4 | A bar of copper form a composite system, which is heated to a temperature of 45?C. The stress in the copper bar will be
- tensile stress
- compressive stress
- bursting stress
- sher stress
- None of the above
Q5 | A brittle steel rod is heated to 160?C and then suddenly clamped at both ends. It is then allowed to cool and breaks at a temperature of 85?C. If E = 200 GN/m2 and ? = 12 x 10-5 / ?C, the breaking stress of steel is
- 60 MN / m2
- 90 MN / m2
- 180 MN / m2
- 360 MN / m2
- None of the above
Q6 | Castellated beams are used for
- light construction
- resisting bending moment only
- loads not passing through shear centre
- sections subjected to alternate compressive and shear stresses
- None of the above
Q7 | For a thin cylinder the ratio longitudinal stress/hoop stress is
- 1
- 4
- 2
- Between CD
Q8 | The failure of a material under varying load, after a number of cycles of such load, is known as
- Brittle failure
- Fatigue failure
- Hysteresis failure
- Impact failure
- Ductile failure
Q9 | The yield point in fatique loading as compared to the yield point in static loading is
- Half
- There is no comparison between the two
- Higher
- Same
- One fourth
Q10 | The slenderness rtio of a column is zero when
- its length is exactly equal to radius of gyration
- its length is half the radius of gyration
- total load carried is less than half the dead weight
- its length is supported on all sides throughout its full length
- None of the above
Q11 | A perfect frame has N joints. The number of members should not be less than
- 2N - 5
- 2N - 3
- 2N - 1
- N - 1
- 2N - 2
Q12 | Rupture stress is
- Breaking stress
- Highest value of stress
- Stress at breaking point
- Proof stress
- Stress given by dividing the load at the moment of incipient fracture, by the area supporting that load
Q13 | Which material has highest value of Poisson's ratio
- Copper
- Steel
- Wood
- Rubber
- Concrete
Q14 | The value of Poisson's ratio for cork is
- 0.44
- 0.1
- Zero
- 0.2
- 0.3
Q15 | The approximate value of allowable stress for carbon steel under static loading (in kg/cm2) is
- 500 - 1000
- 4000 - 7500
- 10,000 - 15,000
- 15,000 - 20,000
- 20,000 - 25,000
Q16 | A type of riveted joint in which the rivets in the adjacent rows are staggered and the outer-most row has only rivert, is known as
- Chain riveting
- Butt-riveting
- Diamond riveting
- Criss-cross riveting
- Zig-zag riveting
Q17 | The state of pure shear stress is produced by
- equal tension in two directions at right angles
- equal compression in two-directions at right angle
- tension in one direction and equal compression in perpendicular direction
- a moment and couple in opposite directions
- None of the above
Q18 | Principal planes are the planes on which the resultant stress is the
- shear stress
- normal stress
- tangential stress
- temperature stress
- None of the above
Q19 | If a column fails due to buckling, it is likely to be a
- Long column
- Short column
- Strut
- Reinforced column
- None of the above
Q20 | The numerical values of Young's modulus of clasticity in ascending order for Aluminium, Bronze, Brass, Inconel and Muntz metal are given by
- Aluminium, Bronze, Brass, Muntz metal, Inconel.
- Muntz metal, Aluminium, Bronze, Brass, Inconel
- Muntz metal, Brass, Aluminium, Bronze, Inconel
- Inconel, Muntz metal, Aluminium, Bronze, Brass
- Aluminium, Bronze, Muntz metal, Inconel, Brass
Q21 | The tangential stress is
- 21.5 MPa
- 36 MPa
- 48 MPa
- 26 MPa
- None of the above
Q22 | A solid circular shaft of diameter D carries are axial load W. If the same load is applied axially on a hollow circular shaft of inner diameter D/2, the ratio of stress in a solid shaft to a hallow one is
- 1?4
- 4?3
- 1?2
- Moment shear relation
- 3?4
Q23 | a diagram which respresents the variation of axial load along the length of simply supported beam is called
- Shear force diagram
- Bending moment diagram
- Stress diagram
- Thrust diagram
- None of the above
Q24 | Eccentrically loaded columns are generally subjected to
- axial compression and tension
- bending stress and axial compression
- shear stress and axial compression
- bending stress, shear stress and axial compression
- None of the above
Q25 | The stress in the cylinder will be
- 12 N/mm2
- 24 N/mm2
- 6 N/mm2
- 20 N/mm2
- 18 N/mm2