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  • Question
  • 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.

  • Correct Answer
  • (b/d)2 


  • Strength of Materials problems


    Search Results


    • 1. 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
    • 2. In a simply supported beam L with a triangular load W varying from zero at one end to the maximum value at the other end, the maximum bending moment is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 3. If a member is subjected to a tensile force P, having its normal cross-section A, the resulting shear stress in an oblique plane inclined at an angle ? to its transverse plane, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 4. The principal stresses at a point are 100, 100 and-200 kgf/cm2, the octo hedral shear stress at the point is :

    • Options
    • A. 100 2 kg/cm2
    • B. 200 2 kg/cm2
    • C. 300 2 kg/cm2
    • D. 400 2 kg/cm2
    • E. 500 2 kg/cm2.
    • Discuss
    • 5. In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if

    • Options
    • A. l = 2a
    • B. l = 4a
    • C. l < 2a
    • D. l > a
    • E. l > 3a.
    • Discuss
    • 6. 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
    • 7. 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
    • 8. 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
    • 9. When a rectangular beam is loaded longitudinally, shear develops on

    • Options
    • A. bottom fibre
    • B. top fibre
    • C. middle fibre
    • D. every-horizontal plane.
    • Discuss
    • 10. 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


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