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 number of transverse shear forces possible at one end of an element of a plane truss are

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

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

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

5 / 50

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

6 / 50

6. The moment of inertia of a square section is given by

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7. The impact tests are used to determine

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8. *"A simply supported beam of span L carries a uniformly distributed load W. The maximum bending moment, M is:

9 / 50

9. 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

10 / 50

10. A brittle material will

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11. *The ratio of change in volume to the original volume is called:

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

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13. The stress in the member subjected to a force is

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14. *A tie is a member which

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

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

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17. A perfectly elastic body is

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

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

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

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

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

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23. In a fixed beam, the points of contraflexure,

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24. Point of contraflexure is a point where bending moment

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25. The ratio of moment of inertia of a square section to that of a circular section for a given depth is given by

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26. If the stress produced by a prismatic bar is equal to the working stress, the area of the cross-section of the prismatic bar becomes

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

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29. The property of material by which it can be beaten or rolled into plates is called

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30. Buckling load for a given column depends upon

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

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32. The value of Poisson's ratio always remains

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

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34. *Load required to produce unit deflection is called

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

36 / 50

36. What is strain energy?

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

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

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39. *Mathematically, strain may be defined as

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40. An isotropic material has

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41. In simple bending theory, the assumption that a plane section before bending remains plane after bending implies that

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

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

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

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45. The bending moment acting on the plane of an element will cause the following type of stress on the plane

46 / 50

46. A Prismatic bar when subjected to pure bending assumes the shape of

47 / 50

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

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

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

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50. Shear strain is defined as

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