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  • Question

  • When a rectangular beam is loaded longitudinally, shear develops on


  • Options
  • A. bottom fibre
  • B. top fibre
  • C. middle fibre
  • D. every-horizontal plane.

  • Correct Answer
  • every-horizontal plane. 

    • Strength of Materials problems

    Search Results

    • 1. Rankine-Golden formula accounts for direct as well as buckling stress and is applicable to

    • Options
    • A. very long columns
    • B. long columns
    • C. short columns
    • D. intermediate columns
    • E. all the above.
      • Discuss
    • 2. Along the principal plan subjected to maximum principal stress

    • Options
    • A. maximum shear stress acts
    • B. minimum shear stress acts
    • C. no shear stress acts
    • D. none of these.
      • Discuss
    • 3. The bending moment at E for the structure shown in below figure, is

    • Options
    • A. zero
    • B. 10 Tm
    • C. 20 Tm
    • D. 40 Tm.
      • Discuss
    • 4. If the width b and depth d of a beam simply supported with a central load are interchanged, the deflection at the centre of the beam will be changed in the ratio of

    • Options
    • A. b/d
    • B. d/b
    • C. (d/b)2
    • D. (b/d)2
    • E. (b/d)3.
      • Discuss
    • 5. Strain energy of a member may be equated to

    • Options
    • A. average resistance x displacement
    • B. stress x strain x area of its cross-section
    • C. stress x strain x volume of the member
    • D. (stress)2 x volume of the member + Young's modulus E.
      • Discuss
    • 6. A member which does not regain its original shape after removed of load producing deformation is said

    • Options
    • A. plastic
    • B. elastic
    • C. rigid
    • D. none of these.
      • Discuss
    • 7. The point of contraflexture occurs in

    • Options
    • A. cantilever beams only
    • B. continuous beams only
    • C. over hanging beams only
    • D. all types of beams
    • E. both (a) and (b).
      • Discuss
    • 8. The ratio of the tensile stress developed in the wall of a boiler in the circumferential direction to the tensile stress in the axial direction, is

    • Options
    • A. 4
    • B. 3
    • C. 2
    • D. 1
      • Discuss
    • 9. At either end of a plane frame, maximum number of possible bending moments, are

    • Options
    • A. one
    • B. two
    • C. three
    • D. four
    • E. zero.
      • Discuss
    • 10. A steel rod of 2 cm diameter and 5 metres long is subjected to an axial pull of 3000 kg. If E = 2.1 x 106, the elongation of the rod will be

    • Options
    • A. 2.275 mm
    • B. 0.2275 mm
    • C. 0.02275 mm
    • D. 2.02275 mm.
      • Discuss

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