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 number of reaction components at a hinge on rollers support is

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

3 / 50

3. The shear center may be defined as

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

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5. *A beam is said to be of uniform strength if

6 / 50

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

7 / 50

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

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8. *The maximum BM produced in a simply supported beam having a span of 4 m and subjected to a UDL of 10 kN/m

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9. *Strut is a

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

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11. *A member with a cross section of a mm^2 is subjected to a force of P N. It is L mm long and of Young's Modulus, E N/mm^2. The strain will be

12 / 50

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

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13. A perfectly elastic body is

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14. The moment of inertia of an area will be least with respect to

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

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16. *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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17. How does Young's Modulus vary with an increase in temperature?

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18. *Which of the following is dimensionless?

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

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20. *Normal strain is defined as

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21. A brittle material will

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

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23. *Load required to produce unit deflection is called

24 / 50

24. 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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25. *Centrifugal force is given by

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26. For a column, with both ends fixed, the crippling load will be equal to

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27. *If a beam is loaded transversely, the maximum compressive stress develops on

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

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

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30. Find the maximum BM induced in a simply supported 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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31. The actual breaking stress of a ductile material from a tension test will be

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

33 / 50

33. What is strain energy?

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

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35. For a beam of uniform strength if its depth is maintained constant then its width will vary in proportion to

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36. In a simply supported beam with span, L subjected to a point load, W at the center. Find the maximum bending moment induced in the beam

37 / 50

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

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38. *The compression test is commonly used for testing

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39. 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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40. Normally, the numerical value of Poisson's is

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

42 / 50

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

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

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

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45. The effective length of a column effectively held in position and restrained in direction at one end will be

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

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

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

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49. 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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50. *A tie is a member which

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