Mechanics Of Materials & Structures Online Test - Paper 3
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Mechanics of Materials & Structures Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
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1. *Dead load of a member is the

2 / 50

2. *The centre of gravity of a triangle is at the point where three

3 / 50

3. *Determinate beam can be analyzed with the help of

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4. A body having similar properties throughout

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5. *Bending moment diagram of a simply supported beam having a uniformly distributed load is

6 / 50

6. The region of c/s of a column in which compressive load may be applied without producing tensile load is known as

7 / 50

7. Find the maximum BM induced in a simply supported beam if the beam is subjected to a point load of 4 KN at the center of the beam and the span of the beam is 4 m

8 / 50

8. How does Young's Modulus vary with an increase in temperature?

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9. A viscoelastic material

10 / 50

10. The difference in ordinate of the shear force between any two sections is equal to the area under

11 / 50

11. The number of reaction components at a hinged end of a general loading is

12 / 50

12. If the length of a simply supported beam carrying a concentrated load at the center is doubled, the deflection at the center will become

13 / 50

13. *Hooke's law holds good up to:

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14. *The bending moment at a section tends to bend or deflect the beam and internal stresses resist its bending. The resistance offered by the internal stress to the bending, is called:

15 / 50

15. The maximum number of transverse shear forces possible at one end of an element of a plane truss are

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16. *The product EI is called

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17. *A member which does not regain its original shape after the load producing deformation is removed, is said to be:

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18. The radius of gyration of a rectangular section is not proportional to

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19. A section of a beam is said to be in pure bending if it is subjected to

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20. A cantilever beam is one which is:

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21. *When the equal and opposite forces are applied to a body, tending to elongate it, then the stress produced is called

22 / 50

22. *The ratio of the largest load in a test to the original cross-sectional area of the piece is called:

23 / 50

23. The variation of the bending moment in the segment of a beam where no external load is present is

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24. *The law "Stress is proportional to strain within certain limits" is formulated by

25 / 50

25. Shear strain is defined as

26 / 50

26. *A beam is said to be loaded in pure bending when

27 / 50

27. *Find the maximum bending moment in a simply supported beam loaded with a UDL of 2 t/m having a span of 4m

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28. The c.g. of a semi-circular arc is

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29. *The maximum deflection of a simply supported beam subjected to a concentrated load (W) at the midpoint is

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30. According to Hook's law, which one is correct?

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31. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

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32. The maximum deflection of a simply supported beam subjected to a uniformly distributed load (w) over the span is

33 / 50

33. *Tensile internal force tends to:

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34. The effective length of a column if both ends are hinged

35 / 50

35. *The S.I. unit of the modulus of elasticity is

36 / 50

36. Which of the following gives Modulus of Rigidity

37 / 50

37. Centrifugal force acts away from the center of the path while centripetal force

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38. *The phenomenon of decreased resistance of material due to the reversal of stress is called

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39. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is

40 / 50

40. The slenderness ratio of a vertical column of a square section of 2.5 cm sides and an effective length of 1.75 m is

41 / 50

41. In the case of an H section, the maximum shear stress will occur at

42 / 50

42. If y is the deflection of the beam, then shear force is

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43. *The slope of an elastic curve at the point of contraflexture

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44. *Strut is a

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45. The stress necessary to initiate yielding is considerably

46 / 50

46. The shear center in the case of a T-beam section is

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47. *Maximum deflection of a simply supported beam subjected to concentrated load (w) at the mid-point is

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48. *The amount of shear force at the maximum bending moment

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49. In a beam, the neutral plane

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50. Centrifugal force acts at a curve

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