/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. In ideal machines

3 / 50

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

4 / 50

4. A pair of smith’s tongs is an example of the lever of

5 / 50

5. The M.I. of hollow circular section about a centralaxis perpendicular to section as compared to its M.I.about horizontal axis is

6 / 50

6. The C.G. of a plane lamina will not be at itsgeometrical centre in the case of a

7 / 50

7. If three forces acting in different planes can berepresented by a triangle, these will be in

8 / 50

8. A flywheel on a motor goes from rest to 1000 rpm in6 sec. The number of revolutions made is nearly equal to

9 / 50

9. The C.G. of a solid hemisphere lies on the centralradius 3r

10 / 50

10. 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

11 / 50

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

12 / 50

12. If three forces acting in one plane upon a rigid body,keep it in equilibrium, then they must either

13 / 50

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

14 / 50

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

15 / 50

15. 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

16 / 50

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

17 / 50

17. Tangent of angle of friction is equal to

18 / 50

18. Dynamic friction as compared to static friction is

19 / 50

19. Coulomb friction is the friction between

20 / 50

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

21 / 50

21. A cylindrical section having no joint is known as

22 / 50

22. A boiler shell 200 cm diameter and plate thickness 1.5cm is subjected to internal pressure of 1.5 MN/m , thenthe hoop stress will be

23 / 50

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

24 / 50

24. 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

25 / 50

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

26 / 50

26. Rivets are made of following type of material

27 / 50

27. Efficiency of a riveted joint is the ratio of its strength(max. load it can resist without failure) to the strength ofthe unpunched plate in

28 / 50

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

29 / 50

29. 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

30 / 50

30. Proof resilience per material is known as

31 / 50

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

32 / 50

32. The stress at which extension of the material takesplace more quickly as compared to the increase in load iscalled

33 / 50

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

34 / 50

34. The elasticity of various materials is controlled by its

35 / 50

35. Rupture stress is

36 / 50

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

37 / 50

37. The stress developed in a material at breaking pointin extension is called

38 / 50

38. If a material expands freely due to heating it willdevelop

39 / 50

39. The change in the unit volume of a material undertension with increase in its Poisson’s ratio will ,

40 / 50

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

41 / 50

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

42 / 50

42. The buckling load for a given material depends on

43 / 50

43. Which of the following materials is most elastic

44 / 50

44. In a tensile test on mild steel specimen, the breakingstress as compared to ultimate tensile stress is

45 / 50

45. During a tensile test on a specimen of 1 cm cross-section, maximum load observed was 8 tonnes and areaof cross-section at neck was 0.5 cm2. Ultimate tensilestrength of specimen is

46 / 50

46. Tensile strength of a material is obtained by dividingthe maximum load during the test by the

47 / 50

47. If the radius of wire stretched by a load is doubled,then its Young’s modulus will be

48 / 50

48. The ultimate tensile stress of mild steel compared toultimate compressive stress is

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