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  • Question
  • The shear force of a cantilever beam of length l carrying a uniformly distributed load of w per unit length is __________ at the fixed end.


  • Options
  • A. zero
  • B. wl/4
  • C. wl/2
  • D. wl

  • Correct Answer
  • wl 


  • Strength of Materials problems


    Search Results


    • 1. Poisson's ratio is the ratio of linear stein to the volumetric strain.

    • Options
    • A. True
    • B. False
    • Discuss
    • 2. The relation between equivalent length (L) and actual length (l) of a column for both ends fixed is

    • Options
    • A. L = l/2
    • B. L = l/2
    • C. L = l
    • D. L = 2l
    • Discuss
    • 3. The maximum shear stress in a thin spherical shell subjected to an internal pressure (p) is zero.

    • Options
    • A. Yes
    • B. No
    • Discuss
    • 4. The equivalent length, of a given column with given end conditions, is the length of an equivalent column of the same material and cross-section with hinged ends, and having the value of crippling load equal to that of the given column.

    • Options
    • A. True
    • B. False
    • Discuss
    • 5. Transverse fillet welds are designed for

    • Options
    • A. tensile strength
    • B. compressive strength
    • C. shear strength
    • D. bending strength
    • Discuss
    • 6. A localised compressive stress at the area of contact between two members is known as

    • Options
    • A. tensile stress
    • B. bending stress
    • C. crushing stress
    • D. shear stress
    • Discuss
    • 7. Modular ratio of the two materials is the ratio of

    • Options
    • A. linear stress to linear strain
    • B. shear stress to shear strain
    • C. their modulus of elasticities
    • D. their modulus of rigidities
    • Discuss
    • 8. A section of beam is said to be in pure bending, if it is subjected to

    • Options
    • A. constant bending moment and constant shear force
    • B. constant shear force and zero bending moment
    • C. constant bending moment and zero shear force
    • D. none of the above
    • Discuss
    • 9. The columns whose slenderness ratio is less than 80, are known as

    • Options
    • A. short columns
    • B. long columns
    • C. weak columns
    • D. medium columns
    • Discuss
    • 10. The lower layer of the beam as shown in the below figure, will be

    • Options
    • A. in tension
    • B. in compression
    • C. neither in tension nor in compression
    • Discuss


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