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%
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1. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to

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2. *The relation between the radius of curvature (R), bending moment (M), and flexural rigidity (EI) is given by

3 / 50

3. The zone between the elastic limit and proportional limit on the elastic curve of an elastic material is known as

4 / 50

4. The actual breaking stress of a ductile material from a tension test will be

5 / 50

5. A perfectly elastic body is

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6. *The stress at which the extension of a material takes place more quickly as compared to the increase in load is called

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7. 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

8 / 50

8. *Compression members always tend to buckle in the direction of the

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9. A simply supported beam of length I carries a load varying uniformly from zero at the left end to the maximum at the right end. The maximum bending moment occurs at a distance of

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10. Which of the following gives Modulus of Rigidity

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11. Find the maximum SF induced in a cantilever beam subjected to a point load of 10 KN and a length of the beam is 10 m. The load is located at a distance of 3 m from the free end

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12. *The total time of collision and restitution of two bodies is called

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13. *The unit failure stress is taken as :

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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 velocity of a moving body is:

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16. Effective length of column fixed at one end and hinged at the other end is

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17. A column that fails primarily due to direct stress is called

18 / 50

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

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19. *The Young's Modulus of elasticity is defined as the ratio of stress & strain within the

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20. The number of points of contraflexture in a simply supported beam carrying udl is

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21. The variation of the bending moment in the portion of the beam carrying a linearly varying load is

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

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23. *A diagram that shows the variation of axial force

24 / 50

24. A cantilever beam is the one which is supported with

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25. *Which of the following gives Bulk Modulus?

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26. The relation between deflection (y) and bending moment (M) is

27 / 50

27. The phenomenon of slow growth of strain under steady tensile stress, i.e., increasing with time, is called

28 / 50

28. The moment of inertia of a rectangular (Bx D) section about its base is

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29. The maximum deflection in a cantilever beam carrying a concentrated load 'w' at the free end is (Where L is span of bean, W is total load and EI is flexural rigidity)

30 / 50

30. *Fatigue is the failure of a material under:

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31. 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

32 / 50

32. A column that fails primarily due to buckling is known as

33 / 50

33. A long vertical member subjected to an axial compressive load is called

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

35 / 50

35. Find the maximum BM induced in a cantilever beam subjected to a point load of 10 KN and a length of the beam is 10 m. The load is located at a distance of 3 m from the free end:-

36 / 50

36. What is strain energy?

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37. *The simple bending equation is

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38. *The variation of the bending moment in the segment of a beam where the load is uniformly distributed is

39 / 50

39. Identify the correct relationship that exists among the modulus of elasticity (E), modulus of rigidity (N), and bulk modulus (k) is

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40. A beam fixed at both ends with a central load W in the middle will have zero bending moment

41 / 50

41. The stress due to temperature change in a member depends on

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

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43. *Strut is a

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44. *The shear force and bending moment are related by

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45. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be

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46. The section modulus of a rectangular section is proportional to

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47. *The critical bending moment caused in a fixed end beam loaded with a uniformly distributed load (W = wL) throughout is

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48. The value of buckling load is ... than the crushing load in the case of a long column

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49. Which of the following end conditions permits the displacement in any direction and also rotation

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50. The ratio of elongations of a conical bar due to its own weight and that of a prismatic bar of the same length is

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