/50

FAQ’s from Strength of Materials

1 / 50

1. In actual machines

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

4 / 50

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

5 / 50

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

6 / 50

6. A sample of metal weighs 219 gms in air, 180 gms inwater, 120 gms in an unknown fluid. Then which iscorrect statement about density of metal

7 / 50

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

8 / 50

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

9 / 50

9. A particle inside a hollow sphere of radius r, havingcoefficient of friction -rr can rest upto height of

10 / 50

10. 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

11 / 50

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

12 / 50

12. Limiting force of friction is the

13 / 50

13. Shear stress induced in a shaft subjected to tensionwill be

14 / 50

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

15 / 50

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

16 / 50

16. The safe twisting moment for a compound shaft isequal to the

17 / 50

17. A cylindrical section having no joint is known as

18 / 50

18. 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

19 / 50

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

20 / 50

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

21 / 50

21. 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

22 / 50

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

23 / 50

23. 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

24 / 50

24. A material capable of absorbing large amount ofenergy before fracture is known as

25 / 50

25. The strain energy stored in a body due to suddenlyapplied load compared to when it is applied gradually is

26 / 50

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

27 / 50

27. Proof resilience per material is known as

28 / 50

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

29 / 50

29. The total strain energy stored in a body is termed as

30 / 50

30. Flow stress corresponds to

31 / 50

31. When it is indicated that a member is elastic, it meansthat when force is applied, it will

32 / 50

32. The elasticity of various materials is controlled by its

33 / 50

33. Rupture stress is

34 / 50

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

35 / 50

35. The property of a material by virtue of which it can bebeaten or rolled into plates is called

36 / 50

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

37 / 50

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

38 / 50

38. The value of Poisson’s ratio for cast iron is

39 / 50

39. The buckling load for a given material depends on

40 / 50

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

41 / 50

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

42 / 50

42. Which of the following has no unit

43 / 50

43. 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

44 / 50

44. Percentage reduction of area in performing tensiletest on cast iron may be of the order of

45 / 50

45. The intensity of stress which causes unit strain iscalled

46 / 50

46. The impact strength of a material is an index of its

47 / 50

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

48 / 50

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

49 / 50

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

50 / 50

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

Your score is