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. A beam simply supported at ends is subjected to load. The maximum bending moment is located where

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2. The relation between deflection (y) and bending moment (M) is

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3. The maximum deflection of a beam occurs at

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4. In a beam, the neutral plane

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

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6. A brittle material will

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7. Along the neutral axis of a simply supported beam

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8. The value of Poisson's ratio always remains

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9. The slope of the curve of S.F. diagram at any section will be equal to

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10. Load carrying capacity of fixed beam is

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11. A cantilever beam is one which is:

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12. *The compression test is commonly used for testing

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

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

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

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

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

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19. The maximum shear stress will always occur at

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20. The shear force on a beam is proportional to

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21. *The maximum deflection of a simply supported beam subjected to a concentrated load (W) at the midpoint is

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22. Permanent set is

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

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24. 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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25. *A truss is completely analyzed, when

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

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27. *Thrust is induced in the case of

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

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29. The beam strongest in flexure will have the maximum

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30. *The centre of gravity of a triangle is at the point where three

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

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32. If the Poisson's ratio of a material is 0.25, the ratio of Modulus of Rigidity to the Young's Modulus is

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

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

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35. An orthotropic material has

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36. Centrifugal force acts at a curve

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37. *Which of the following gives Modulus of Elasticity

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38. *Which of the following sections is the most efficient in carrying bending moments

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39. *The phenomenon of decreased resistance of material due to the reversal of stress is called

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40. 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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41. Find the value of thrust, if the member (beam) is subjected to an inclined force having a magnitude of 5 kN and an inclination with the vertical of 30°

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42. A brittle material has

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

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44. *Centrifugal force is given by

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45. 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

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46. The bending moment diagram for a cantilever beam subjected to a moment at the end of the beam would be

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47. A shear force diagram of a simply supported beam shows constant shear force throughout the span. It is subjected to

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48. *A point where SF is zero, BM is

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

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50. 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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