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Sub-Engineer Mock Test of 50 Past Question #83

Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test.

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1. For the construction of highway

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2. If the radius of a simple curve is R, the length of the chord for calculating offsets by the method of chords produced, should not exceed

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3. The sensitiveness of a level tube decreases if

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4. The commonly used colour pigment in paints, is

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5. Varnish is a transparent or semi-transparent solution of resinuous substances in

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6. In a three hinged arch, the shear force is usually

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7. An arch may be subjected to

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8. The law which states, “within elastic limits strain produced is proportional to the stress producing it”, is known as

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9. A simply supported beam of span L carries a uniformly distributed load W. The maximum bending moment M is

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10. Liquids

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11. The ratio of the percentage error in the discharge and percentage error in the measurement of head over a triangular notch, is

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12. The ratio of the inertia and gravitational force acting in any flow, ignoring other forces, is called

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13. The fluid generally used for grouting is

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14. A coarse-grained soil has a voids ratio 0.75, and specific gravity as 2.75. The critical gradient at which quick sand condition occurs, is

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15. The slenderness ratio of single angle discontinuous struts connected by a single rivet or bolt, shall not exceed

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16. The designed transverse shear in lacing is assumed as

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17. The maximum characteristic strength of the stirrups reinforcement, is taken

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18. A projecting piece usually provided to support a truss, is

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19. The line of intersection of the surfaces of a sloping roof forming an external angle exceeding 180°, is

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20. The mixture of different ingredients of cement, is burnt at

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21. The risk of segregation is more for

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22. In distribution pipes, drain valves are provided at

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23. Corrosion of well pipes may not be reduced by

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24. In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

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25. A river training work is generally required when the river is

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26. Water-shed line is abondened for aligning an irrigation canal if

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27. A deficit of sediments in flowing water may cause a river

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28. A land is said to be water-logged if its soil pores within

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29. The wall constructed for the stability of, an excavated portion of a road on the hill side, is known as

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30. Maximum number of passenger cars that can pass a given point on a road during one hour under the most ideal roadway and traffic conditions, is known as

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31. Pick up the incorrect statement from the following

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32. If tensile stress of a steel rod of diameter D is 1400 kg/cm² and bond stress is 6 kg/cm², the required bond length of the rod is

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33. The measurement is not made in square metres in case of

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34. The expected out turn of half brick partition wall per mason per day is

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35. The fuse large includes

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36. Information of Magnetic bearing of airport runway provided by____

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37. Refractory bricks resist

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38. In arches, stratified stones are placed so that their planes are

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39. The sound which continues even after its source is cut off, is called

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40. The stepped structure provided for lateral support of a structure, is

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41. The shearing strength of a cohesion-less soil depends upon

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42. During seepage through a soil, direction of seepage is always

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43. The phenomenon of slow growth of strain under a steady tensile stress, is called

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44. The moment diagram for a cantilever carrying linearly varying load from zero at its free end and to maximum at the fixed end will be a

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45. If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

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46. The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

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47. For three-dimensional movement of a weight, which one of the following is most suitable ?

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48. A beam carries a uniformly distributed load throughout its length. In which of the following configurations will the strain energy be maximum?

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49. Undisturbed soil samples are required for conducting

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50. Which one of the following is the best method for the stabilization of the clayey subgrade in water-logged area ?

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