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Strength of Materials problems


  • 1. A simply supported beam of span L carries a concentrated load W at its mid-span. The maximum bending moment M is

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss
  • 2. The radius of gyration of a rectangular section is not proportional to

  • Options
  • A. square root of the moment of inertia
  • B. square root of the inverse of the area
  • C. square root of the moment of inertia divided by area of the section
  • D. none of these.
  • Discuss
  • 3. A rectangular beam 20 cm wide is subjected to a maximum shearing force of 10, 000 kg, the corresponding maximum shearing stress being 30 kg/cm2. The depth of the beam is

  • Options
  • A. 15 cm
  • B. 20 cm
  • C. 25 cm
  • D. 30 cm.
  • Discuss
  • 4. A closely coiled helical spring of radius R, contains n turns and is subjected to an axial load W. If the radius of the coil wire is r and modulus of rigidity of the coil material is C, the stress developed in the helical spring is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 5. The shear stress at any section of a shaft is maximum

  • Options
  • A. at the centre of the section
  • B. at a distance r/2 from the centre
  • C. at the top of the surface
  • D. at a distance 3/4 r from the centre
  • E. none of these.
  • Discuss
  • 6. The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always

  • Options
  • A. linear
  • B. parabolic
  • C. cubical
  • D. circular.
  • Discuss
  • 7. If the rivets in adjacent rows are staggered and outermost row has only one rivet, the arrangement of the rivets, is called

  • Options
  • A. chain riveting
  • B. zig-zag riveting
  • C. diamond riveting
  • D. none of these.
  • Discuss
  • 8. When loads are applied proportionately to a frame structure containing its members in one plane, the structure is called

  • Options
  • A. grid frame
  • B. plane frame
  • C. space frame
  • D. truss frame.
  • Discuss
  • 9. The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is

  • Options
  • A. one-half of the base
  • B. one-fifth of the base
  • C. one-fourth of the base
  • D. one-fifth of the base
  • E. one sixth of the base on either side of centroid.
  • Discuss
  • 10. For a simply supported beam of length L, the bending moment M is described as M = a (x - x3/L2), 0 ? x < L; where a is a constant. The shear force will be zero at

  • Options
  • A. the supports
  • B. x = L/2
  • C. x = L/3
  • D. x = L/3
  • Discuss

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