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. *The maximum bending moment in a simply supported beam UDL is applied

2 / 50

2. The algebraic sum of the shear flow of a section in any direction must be equal to

3 / 50

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

4 / 50

4. Which one is correct if the deflection of a beam is y

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5. The slenderness ratio of a vertical column of square cross-section of 10 cm side and 500 cm long is

6 / 50

6. The square root of the ratio of moment of inertia and cross-section area of the member is known as

7 / 50

7. In a beam, the neutral plane

8 / 50

8. *Maximum bending moment occurs where

9 / 50

9. *The law which states that within elastic limits strain produced is proportional to stress producing it is known as:

10 / 50

10. *Young's modulus is the ratio of

11 / 50

11. In a beam where shear force is maximum, the bending moment will be

12 / 50

12. *"If a rod is simultaneously pulled at both of its ends, it will be a case of:

13 / 50

13. The difference between BM values at any two sections will be equal to

14 / 50

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

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15. *Stress in a beam due to simple bending is

16 / 50

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

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

18 / 50

18. *Proof resilience is the greatest stored energy at

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19. *Which of the following gives Modulus of Elasticity

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20. 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)

21 / 50

21. *The simple bending equation is

22 / 50

22. A perfectly elastic body is

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23. *Which of the following is dimensionless?

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

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25. Along the neutral axis of a simply supported beam

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26. Maximum bending moment occurs at the center if the simply supported beam is subjected to

27 / 50

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

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28. In an I section, almost all the shear force is taken by

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29. *Stress may be defined as force

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

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

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

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33. The moment of inertia of a triangular section b x h about the base is

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34. The maximum bending moment caused by a moment M applied at a distance 'a' from one end on a simply supported beam is.... (where L=span, a>L/2)

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35. If the elasticity of the material is zero then the material is said to be

36 / 50

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

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37. *The property of a material by which a body returns to its original shape after removal of the force is called

38 / 50

38. The equivalent length of column fixed at one end and free at the other end is

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39. Find the bending moment at the center and also find the maximum bending moment

40 / 50

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

41 / 50

41. If magnitude and direction of a load does not change with respect to time, this type of load is called

42 / 50

42. The shear force on a beam is proportional to

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43. *The maximum bending moment caused by a moving load on a simply supported beam is

44 / 50

44. *Strut is a

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

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46. *The tension in a cable supporting a lift

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47. The method of increasing fatigue resistance by overstressing the metal by successively increasing the loading is known as

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48. The moment of inertia of a triangular section b x h about the c-g is

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49. The maximum bending moment caused by a moving load on a fixed-end beam occurs

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50. *The compression test is commonly used for testing

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