If the stress in each cross section of a pillar is equal to its working stress, it is called

  1. Home
  2. Back

Question:
If the stress in each cross section of a pillar is equal to its working stress, it is called

1.body of equal strength

2. body of equal section

3.body of equal

4.none of these

Posted Date:-2022-09-28 02:39:50

More MCQS Questions and answers

  1. A bar of brass is enclosed in a steel tube and are rigidly fastened at both the ends. If the coefficient of thermal expansion of brass is more than that of the steel, when temperature rises, the nature of stresses developed are
  2. A beam is said to be of uniform strength, if
  3. A bending moment may be defined as
  4. A diagram which shows the variation of the axial load for all sections of the span of a beam, is called
  5. A leaf spring is a practical example of a beam of uniform strength since
  6. A long vertical member, subjected to an axial compressive load, is called
  7. A portion of beam between two sections is said to be in pure bending, when there is
  8. A reinforced concrete beam is assumed to be made of
  9. According to Robert Hooke, stress is proportional to strain upto
  10. An arch may be subjected to
  11. Beam of uniform strength means
  12. Elastic limit means
  13. Endurance limit is
  14. For a simply supported beam with a central load, the bending moment is
  15. For the same height, the bottom width for no tension.
  16. Hooke's law states that stress and strain are
  17. If the stress in each cross section of a pillar is equal to its working stress, it is called
  18. In a bar of large length when held vertically and subjected to a load at its lower end, its own weigh produces additional stress. The maximum stress will be
  19. In a electrical strain gauge, the quantity measured to determine strain is
  20. In a tension test on a bar, gauge length means
  21. In a thin cylinder stress in _____ direction is negligible.
  22. In any beam, shear stress at extreme fibre and neutral axis are respectively
  23. In case of steel, the factor of safety taken is
  24. In case of steel, the strain at yield point is
  25. In the analysis of thick cylinder, the assumption made is
  26. Influence lines are drawn for structures
  27. Kern of rectangular column is having _____ shape.
  28. Liming value of Poisson's ratio are
  29. Linear strain is defined as
  30. Maximum shear stress in a beam of rectangular cross section is _____ times the average shear stress.
  31. Shear force for a cantilever carrying a uniformly distributed load over its length, is
  32. Stress at any point in a material is defined as
  33. Stress in members of statically determinate simple frames can be determined by
  34. The angle between the direction of maximum shear plane and maximum principal plane are
  35. The bending moment is maximum on a section where shearing force
  36. The deflection of any rectangular beam simply supported is
  37. The distance between the centres of adjacent rivets in the same row, is called
  38. The effect of arching a beam, is
  39. The key of graphic construction is the cancelling of pairs of
  40. The materials which have the same elastic properties in all directions, are called
  41. The maximum bending moment due to a moving load on a simply supported beam, occurs
  42. The minimum number of rivets for the connection of a gusset plate is
  43. The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a
  44. The point of contraflexture occurs in
  45. The property by which a body returns to its original shape after removal of the force, is called
  46. The property of a material by which it can be drawn to a smaller section, due to tension is called
  47. The resistance offered by a loaded section of a bar per unit area, is called
  48. The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always
  49. The shape of the bending moment diagram over the length of a beam, having no external load, is always
  50. The shear force on a simply supported beam is proportional to
  51. The stress at which extension of a material takes place more quickly as compared to the increase in load, is called
  52. 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
  53. The type of butt joints in common use, is
  54. The value of Poisson's ratio always remains
  55. The weakest section of a diagonal riveting, is the section which passes through
  56. When a cast iron specimen is tested in tension its failure is
  57. When two plates butt together and are riveted with two cover plates with two rows of rivets, the joint is known as
  58. Which one of the following is not the assumption in deriving Euler's theory for long columns?
Search
R4R Team
R4Rin Top Tutorials are Core Java,Hibernate ,Spring,Sturts.The content on R4R.in website is done by expert team not only with the help of books but along with the strong professional knowledge in all context like coding,designing, marketing,etc!