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  • Question
  • According to Euler's column theory, the crippling load for a column of length (l) with one end fixed and the other end hinged, is


  • Options
  • A. According to Euler's column theory, the crippling load for a column of length (l) with one end fixed
  • B. According to Euler's column theory, the crippling load for a column of length (l) with one end fixed
  • C. According to Euler's column theory, the crippling load for a column of length (l) with one end fixed
  • D. According to Euler's column theory, the crippling load for a column of length (l) with one end fixed

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  • Strength of Materials problems


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    • 1. The value of equivalent length is taken to be half of the actual length of a column with one end fixed and the other end free.

    • Options
    • A. Agree
    • B. Disagree
    • Discuss
    • 2. In a beam of uniform strength, the bending stress developed is constant and is equal to the allowable stress at every section of the beam.

    • Options
    • A. True
    • B. False
    • Discuss
    • 3. A continuous beam is one which is

    • Options
    • A. fixed at both ends
    • B. fixed at one end and free at the other end
    • C. supported on more than two supports
    • D. extending beyond the supports
    • Discuss
    • 4. The bending moment of a cantilever beam of length l and carrying a uniformly distributed load of w per unit length is __________ at the fixed end.

    • Options
    • A. wl/4
    • B. wl/2
    • C. wl
    • D. wl2/2
    • Discuss
    • 5. Every direct stress is always accompanied by a strain in its own direction and an opposite kind of strain in every direction, at right angles to it. Such a strain is known as

    • Options
    • A. linear strain
    • B. lateral strain
    • C. volumetric strain
    • D. shear strain
    • Discuss
    • 6. In a stress-strain diagram for mild steel, as shown in the below figure, the point A represents

    • Options
    • A. elastic limit
    • B. upper yield-point
    • C. lower yield point
    • D. breaking point
    • Discuss
    • 7. The shear force diagram of a cantilever beam of length l and carrying a uniformly distributed load of w per unit length will be

    • Options
    • A. a right angled triangle
    • B. an issoscles triangle
    • C. an equilateral triangle
    • D. a rectangle
    • Discuss
    • 8. A load which acts at a point on a beam is not called uniformly distributed load.

    • Options
    • A. Agree
    • B. Disagree
    • Discuss
    • 9. The proof resilience per unit volume of a material is known as modulus of resilience.

    • Options
    • A. True
    • B. False
    • Discuss
    • 10. A tensile test is performed on a round bar. After fracture, it has been found that the diameter remains approximately same at fracture. The material under test was

    • Options
    • A. mild steel
    • B. cast iron
    • C. glass
    • D. copper
    • Discuss


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