/50

FAQ’s from Strength of Materials

1 / 50

1. A cable with a uniformly distributed load perhorizontal metre run will take the following shape

2 / 50

2. The angle which an inclined plane makes with thehorizontal when a body placed on it is about to movedown is known as angle of

3 / 50

3. The C.G. of a right circular solid cone of height h liesat the following distance from the base

4 / 50

4. A body moves, from rest with a constant accelerationof 5 m per sec. The distance covered in 5 sec is mostnearly

5 / 50

5. Which of the following is the locus of a point thatmoves in such a manner that its distance from a fixedpoint is equal to its distance from a fixed line multipliedby a constant greater than one

6 / 50

6. Which of the following is not the unit of energy

7 / 50

7. If n = number of members andy = number of joints,then for a perfect frame, n =

8 / 50

8. The co-efficient of friction depends upon

9 / 50

9. The algebraic sum of moments of the forces formingcouple about any point in their plane is

10 / 50

10. The effort required to lift a load W on a screw jackwith helix angle a and angle of friction

11 / 50

11. A semi-circular disc rests on a horizontal surface withits top flat surface horizontal and circular portiontouching down. The coefficient of friction between semi-cricular disc and horizontal surface is i. This disc is to bepulled by a horizontal force applied at one edge and italways remains horizontal. When the disc is about tostart moving, its top horizontal force will

12 / 50

12. A single force and a couple acting in the same planeupon a rigid body

13 / 50

13. Kinetic friction is the

14 / 50

14. Tangent of angle of friction is equal to

15 / 50

15. Dynamic friction as compared to static friction is

16 / 50

16. A projectile is fired at an angle 9 to the vertical. Itshorizontal range will be maximum when 9 is

17 / 50

17. Limiting force of friction is the

18 / 50

18. A key is subjected to side pressure as well at shearingforces. These pressures are called

19 / 50

19. The value of shear stress which is induced in the shaftdue to the applied couple varies

20 / 50

20. The torsional rigidity of a shaft is expressed by the

21 / 50

21. The force acting along the circumference will causestress in the walls in a direction normal to thelongitudinal axis of cylinder; this stress is called

22 / 50

22. The deformation of a bar under its own weightcompared to the deformation of same body subjected to adirect load equal to weight of the body is

23 / 50

23. The weakest section of a diamond riveting is thesection which passes through

24 / 50

24. Rivets are made of following type of material

25 / 50

25. A riveted joint in which every rivet of a row isopposite to other rivet of the outer row, is known as

26 / 50

26. A riveted joint in which the number otrivets decreasefrom innermost to outer most row is called

27 / 50

27. In riveted boiler joints, all stresses, shearing, bearingand tensile are based on the

28 / 50

28. In a prismatic member made of two materials sojoined that they deform equally under axial stress, theunit stresses in two materials are

29 / 50

29. A non-yielding support implies that the

30 / 50

30. The ratio of elongation in a prismatic bar due to itsown weight (W) as compared to another similar barcarrying an additional weight (W) will be

31 / 50

31. The stress induced in a body due to suddenly appliedload compared to when it is applied gradually is

32 / 50

32. The maximum strain energy that can be stored in abody is known as

33 / 50

33. Resilience of a material is considered when it issubjected to

34 / 50

34. In question 56, the internal reaction in bottom 80 cmlength will be

35 / 50

35. The ratio of direct stress to volumetric strain in caseof a body subjected to three mutually perpendicularstresses of equal intensity, is equal to

36 / 50

36. The ratio of lateral strain to the linear strain withinelastic limit is known as

37 / 50

37. In the tensile test, the phenomenon of slow extensionof the material, i. e. stress increasing with the time at aconstant load is called

38 / 50

38. The percentage reduction in area of a cast ironspecimen during tensile test would be of the order of

39 / 50

39. In a tensile test, near the elastic limit zone, the

40 / 50

40. For which material the Poisson’s ratio is more thanunity

41 / 50

41. Poisson’s ratio is defined as the ratio of

42 / 50

42. Which is the false statement about true stress-strainmethod

43 / 50

43. The value of Poisson’s ratio for steel is between

44 / 50

44. The total elongation produced in a bar of uniformsection hanging vertically downwards due to its ownweight is equal to that produced by a weight

45 / 50

45. The intensity of stress which causes unit strain iscalled

46 / 50

46. The Young’s modulus of a wire is defined as the stresswhich will increase the length of wire compared to itsoriginal length

47 / 50

47. A thin mild steel wire is loaded by adding loads in equalincrements till it breaks. The extensions noted withincreasing loads will behave as under

48 / 50

48. It equal and opposite forces applied to a body tend toelongate it, the stress so produced is called

49 / 50

49. Deformation per unit length in the direction of force isknown as

50 / 50

50. Hooke’s law holds good up to

Your score is