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. The property of material by which it can be drawn, due to tension, to a smaller section, is called

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

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3. An isotropic material has

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4. Load carrying capacity of fixed beam is

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

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6. *The ratio of the largest load in a test to the original cross-sectional area of the piece is called:

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

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

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

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10. *Centrifugal force is given by

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11. Find the maximum SF induced in S.S beam if the beam is subjected to a point load of 4 KN at the center of the beam and the span of the beam is 4 m

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12. The maximum deflection of a beam occurs at

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13. 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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14. *BM in a cantilever beam having a span of 1.8m and a uniformly distributed load of 4kg/m

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15. *If a cantilever beam of 8m long has a uniformly distributed load of 2KN/m throughout the length and a 10KN point load at the center of the beam, find the moment at the center:

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

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

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18. *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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19. A cantilever beam is one which is:

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20. The maximum bending moment caused by a large number of equally spaced identical loads on a simply supported beam is (W = wL)

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21. *Which of the following is dimensionless?

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22. Shape of the bending moment diagram for a simply supported beam having a point load at the center is

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23. *Strut is a

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24. The strain energy stored by a member when strained within the elastic limit is known as

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25. *The compression test is commonly used for testing

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26. If a cantilever beam carries a uniformly distributed load over its entire length, then the shape of the shear force diagram and bending moment diagram respectively are

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

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29. *Short column taking maximum load having equal section

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30. *The shear flow in a section can be defined as

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31. *The tension in a cable supporting a lift

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32. 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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33. Centrifugal force acts away from the center of the path while centripetal force

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34. Strain energy of a member may be defined as work done on it

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35. *Mathematically, strain may be defined as

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

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

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38. How does Young's Modulus vary with an increase in temperature?

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

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40. *Bending moment diagram of a simply supported beam having a uniformly distributed load is

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

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42. The maximum deflection of a simply supported beam subjected to a uniformly distributed load (w) over the span is

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43. The diagram showing the variation of BM along the span of the beam is called

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44. *A cable subjected to U.D.L. over its entire span assumes a shape of

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45. Rate of change of bending moment is equal to

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46. The value of Poisson's ratio always remains

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

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48. In rectangular column having cross section b X h, the core is

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49. The maximum shear stress will always occur at

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

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