FAQ’s from Strength of Materials
1 / 50
1. In ideal machines
2 / 50
2. In the lever of third order, load W, effort P andfulcrum F are oriented as follows
3 / 50
3. Which of the following is the example of lever of firstorder
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. The C.G. of a plane lamina will not be at itsgeometrical centre in the case of a
6 / 50
6. If three forces acting in different planes can berepresented by a triangle, these will be in
7 / 50
7. A body moves, from rest with a constant accelerationof 5 m per sec. The distance covered in 5 sec is mostnearly
8 / 50
8. If n = number of members andy = number of joints,then for a perfect frame, n =
9 / 50
9. The necessary condition for forces to be inequilibrium is that these should be
10 / 50
10. If three forces acting in one plane upon a rigid body,keep it in equilibrium, then they must either
11 / 50
11. The co-efficient of friction depends upon
12 / 50
12. A particle inside a hollow sphere of radius r, havingcoefficient of friction -rr can rest upto height of
13 / 50
13. The effort required to lift a load W on a screw jackwith helix angle a and angle of friction
14 / 50
14. A single force and a couple acting in the same planeupon a rigid body
15 / 50
15. Kinetic friction is the
16 / 50
16. If rain is falling in the opposite direction of themovement of a pedestrain, he has to hold his umbrella
17 / 50
17. The torsional rigidity of a shaft is expressed by the
18 / 50
18. The safe twisting moment for a compound shaft isequal to the
19 / 50
19. Longitudinal stress in a thin cylinder is
20 / 50
20. A cylindrical section having no joint is known as
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 weakest section of a diamond riveting is thesection which passes through
23 / 50
23. Diamond riveted joint can be adopted in the case offollowing type of joint
24 / 50
24. If the rivets in adjacent rows are staggered and theoutermost row has only one rivet, the arrangement of therivets is called
25 / 50
25. In a prismatic member made of two materials sojoined that they deform equally under axial stress, theunit stresses in two materials are
26 / 50
26. The strain energy stored in a body due to suddenlyapplied load compared to when it is applied gradually is
27 / 50
27. The stress induced in a body due to suddenly appliedload compared to when it is applied gradually is
28 / 50
28. Resilience of a material is considered when it issubjected to
29 / 50
29. The energy absorbed in a body, when it is strainedwithin the elastic limits, is known as
30 / 50
30. In question 56, the internal reaction in bottom 80 cmlength will be
31 / 50
31. The ratio of direct stress to volumetric strain in caseof a body subjected to three mutually perpendicularstresses of equal intensity, is equal to
32 / 50
32. The stress necessary to initiate yielding is
33 / 50
33. In the tensile test, the phenomenon of slow extensionof the material, i. e. stress increasing with the time at aconstant load is called
34 / 50
34. The stress developed in a material at breaking pointin extension is called
35 / 50
35. If a material expands freely due to heating it willdevelop
36 / 50
36. The change in the unit volume of a material undertension with increase in its Poisson’s ratio will ,
37 / 50
37. The percentage reduction in area of a cast ironspecimen during tensile test would be of the order of
38 / 50
38. Poisson’s ratio is defined as the ratio of
39 / 50
39. The materials which exhibit the same elasticproperties in all directions are called
40 / 50
40. The buckling load for a given material depends on
41 / 50
41. Which of the following materials is most elastic
42 / 50
42. If a part is constrained to move and heated, it willdevelop
43 / 50
43. The total elongation produced in a bar of uniformsection hanging vertically downwards due to its ownweight is equal to that produced by a weight
44 / 50
44. For steel, the ultimate strength in shear as comparedto in tension is nearly
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. If the radius of wire stretched by a load is doubled,then its Young’s modulus will be
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. The materials having same elastic properties in alldirections are called
49 / 50
49. The unit of Young’s modulus is
50 / 50
50. Strain is defined as the ratio of
Your score is
Restart quiz