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  • Question
  • The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as


  • Options
  • A. yield stress
  • B. longitudinal stress
  • C. hoop stress
  • D. circumferential stress
  • E. ultimate stress.

  • Correct Answer
  • hoop stress 


  • Strength of Materials problems


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    • 1. A diagram which shows the variations of the axial load for all sections of the span of a beam, is called

    • Options
    • A. bending moment diagram
    • B. shear force diagram
    • C. thrust diagram
    • D. stress diagram
    • E. none of these.
    • Discuss
    • 2. The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always

    • Options
    • A. linear
    • B. parabolic
    • C. cubical
    • D. circular.
    • Discuss
    • 3. If the stress in each cross-section of a pillar is equal to its working stress, it is called

    • Options
    • A. body of equal
    • B. body of equal section
    • C. body of equal strength
    • D. none of these.
    • Discuss
    • 4. During a tensile test on a ductile material

    • Options
    • A. nominal stress at fracture is higher than the ultimate stress
    • B. true stress at fracture is higher than the ultimate stress
    • C. true stress at fracture is the same as the ultimate stress
    • D. none of these.
    • Discuss
    • 5. Pick up the correct statement from the following :

    • Options
    • A. The point through which the resultant of the shear stresses, passes is known as shear centre
    • B. In the standard rolled channels, the shear centre is on the horizontal line passing through and away from the C.G. beyond web
    • C. In equal angles, the shear centre is on the horizontal plane and away from the C.G., outside of the leg projection
    • D. In T-sections, the shear centre is at the C.G. of the section
    • E. All the above.
    • Discuss
    • 6. A simply supported beam carries two equal concentrated loads W at distances L/3 from either support. The maximum bending moment

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 7. Maximum deflection of a cantilever due to pure bending moment M at its free end, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 8. Euler's formula states that the buckling load P for a column of length l, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. P = ?El2.
    • Discuss
    • 9. In the given below figure, the rivets with maximum stress, are :

    • Options
    • A. 1 and 2
    • B. 1 and 3
    • C. 3 and 4
    • D. 2 and 4
    • Discuss
    • 10. If a solid shaft is subjected to a torque T at its end such that maximum shear stress does not exceed fz the diameter of the shaft will be

    • Options
    • A.
    • B.
    • C.
    • D. none of these.
    • Discuss


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