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. *Centrifugal force is given by

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

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3. The crippling load for a column with both ends hinged is

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

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5. An orthotropic material has

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6. *A tie is a member which

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

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8. A body having similar properties throughout

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9. Bending moment diagram of simply supported beam with a point load at the centre of the span is

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10. *The rate of change of shear force is called

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

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

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13. If a material has identical properties in all directions, it is said to be

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

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

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16. *The forces which meet at one point, but their lines of action do not lie in a plane, are called:

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

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

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

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

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22. *The ratio of the intensity of stress in a case of a suddenly loaded to that of gradually applied load is

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23. The value of Poisson's ratio always remains

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24. *A simply supported beam as shown in the fig. carries 10 t of load. What will be the reaction at point B ?

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

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26. If a constant section is subjected to a uniform/ pure bending moment throughout, its length bends to

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27. 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)

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

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29. *Maximum bending moment occurs where

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30. A brittle material will

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31. *If the shear force along a section of a beam is zero, the bending moment at the section is:

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32. 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

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

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34. Shear force diagram for a cantilever carrying a UDL over its whole length is

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35. If α is the coefficient of linear expansion, T is the rise in temperature, then thermal stress is given by

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

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

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38. 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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39. Centrifugal force acts at a curve

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

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

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42. The maximum deflection of a beam occurs at

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43. The ratio of the effective length of a column and the minimum radius of gyration of its cross-sectional area is known as

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44. A brittle material has

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

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46. A viscoelastic material

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

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

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49. Point of contraflexure is a point where bending moment

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50. *Normal strain is defined as

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