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

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2. The crippling load for column of length 1, with one end fixed and the other end free is

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3. *The product EI is called

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4. The maximum deflection of a beam occurs at

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5. *Toughness is

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

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7. 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

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8. A cantilever beam is one which is:

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

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

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11. 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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12. Which of the following is a relatively ductile material?

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13. A body having similar properties throughout

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14. The reaction at end A of the beam shown is

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

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16. Point of contraflexure is a point where bending moment

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17. The shear center may be defined as

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

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19. A member that is subjected to reversible tensile or compressible stress may fail at a stress lower than the ultimate stress of the material. The property of the metal is called

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20. *Centre of gravity of a semi-circle is... above the base AB (Dia.)

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21. *Proof resilience is the greatest stored energy at

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22. *If a beam is loaded transversely, the maximum compressive stress develops on

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

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

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

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26. *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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27. If the value of Young's Modulus of elasticity for a material is zero, it implies that the material is

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

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29. The diagram showing the variation of axial load along the span is called

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30. A beam of uniform strength will have at every cross-section the same

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31. For a column of given material, the Rankine's constant depends on

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32. *The magnitude of a shear force at a distance of L/4 from either end of a simply supported beam with load P applied at midspan is equal to:

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33. A beam is supported over three rollers lying in the same plane. The beam is stable for

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34. Normally, the numerical value of Poisson's is

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

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

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37. Find the slenderness ratio of the column of M.I. = 10000cm4, Area =100cm^2 & effective length =3.0m

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38. *Which of the following gives Bulk Modulus?

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

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

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41. The limit of proportionality depends upon

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42. The maximum bending moment in a simply supported beam loaded with a UDL of w/m having span l is

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43. In a beam, the neutral plane

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44. *The inclined member carrying compressive load in the case of frames and trusses is

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

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

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47. The number of reaction components at a hinge on rollers support is

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

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49. *In the case of a fixed beam loaded at a point at its center, the number of points at which BM is zero

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50. The beam strongest in flexure will have the maximum

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