Maharashtra Forest Development Corporation Question Paper Download Set 9

1. 1. The method of quantity surveying used in Government Departments:
   A) Center line method
   B) Separate wall method
   C) Rate analysis
   D) None of the above
   Ans:- Separate wall method2. Estimate expected to be least accurate is:
   A) Supplementary estimate
   B) Plinth area estimate
   C) Detailed estimate
   D) Revised estimate
   Ans:- Plinth area estimate3. How many bricks are required for making one cubic meter wall?
   A) 300
   B) 700
   C) 500
   D) 900
   Ans:- 500

   4. The gradual reduction in value with age of a property is known as:
   A) Devaluation
   B) Revaluation
   C) Depreciation
   D) Appreciation
   Ans:- Depreciation

   5. Stable equilibrium of a submerged body can be achieved if:
   A) B is above G
   B) G is above B
   C) G and B coincide
   D) None of the above
   Ans:- B is above G

   6. Pilot tube is used to measure:
   A) Pressure in a static fluid
   B) Velocity in a flowing stream
   C) Total pressure
   D) Dynamic pressure
   Ans:- Velocity in a flowing stream

   7. The depth of flow at which specific energy is minimum is called:
   A) Normal depth
   B) Alternate depth
   C) Critical depth
   D) None of the above
   Ans:- Critical depth

   8. Hydrograph is a plot of:
   A) Rain fall intensity against time
   B) Discharge against time
   C) Cumulative rain fall against time
   D) None of the above
   Ans:- Discharge against time

   9. For an area of 1000 sq km, the number of rain gauge stations will be:
   A) 2
   B) 10
   C) 40
   D) 5
   Ans:- 2
   10. Sugar cane is :
   A) Perennial crop
   B) Kharif crop
   C) Rabi crop
   D) None of the above
   Ans:- Perennial crop

   11. The most efficient cross section of a channel is:
   A) Triangular
   B) Square
   C) Semicircular
   D) Trapezoidal
   Ans:- Trapezoidal

   12. The stabilizing force in gravity dam is :
   A) Wind force
   B) Water force
   C) Uplift
   D) Weight of the dam
   Ans:- Weight of the dam

   13. To estimate the water quantity which one of the following is most important?
   A) Rate of demand and population
   B) Cost of supply and population
   C) Adequacy of source and cost of supply
   D) All the above
   Ans:- Rate of demand and population

   14. The quantity of water requirement for domestic purpose is :
   A) 50 I/c/d
   B) 85 I/c/d
   C) 135 I/c/d
   D) 300 I/c/d
   Ans:- 135 I/c/d

   15. The permissible pH value of potable water is :
   A) 7
   B) 7 to 8.5
   C) 6 to 7
   D) Zero
   Ans:- 7 to 8.5

   16. B O D in potable water may be:
   A) Zero
   B) 5
   C) 10
   D) None of the above
   Ans:- Zero
   17. The rise of the carriage way at the outer edge is termed
   A) Gradient
   B) Super elevation
   C) Camber
   D) Transition curve
   Ans:- Super elevation

   18. Bottommost layer of pavement is known as:
   A) Wearing course
   B) Base course
   C) Sub base course
   D) Sub grade course
   Ans:- Sub grade course

   19. Tyre pressure influences the:
   A) Total depth of pavement
   B) Quality of surface course
   C) Both of the above
   D) None of the above
   Ans:- Quality of surface course

   20. The bars in cement concrete pavements are at:
   A) Expansion joints
   B) Contraction joints
   C) Warping joints
   D) Longitudinal joints
   Ans:- Longitudinal joints

   21. Which of the following test measures the hardness of road aggregates?
   A) crushing test
   B) abrasion test
   C) impact test
   D) soundness test
   Ans:- abrasion test

   22. The max design gradient for vertical profile of a road is :
   A) Ruling gradient
   B) Limiting gradient
   C) Exceptional gradient
   D) Minimum gradient
   Ans:- Ruling gradient

   23. Grading curve is drawn from the data of:
   A) Liquid limit test
   B) Sieve analysis
   C) Compaction test
   D) Shear box test
   Ans:- Sieve analysis

   24. A well graded sandy soil containing clay is represented by the symbol as per IS classification:
   A) SW
   B) SC
   C) SB
   D) CS
   Ans:- Update soon
   25. The possibility of quick sand condition will be there when flow of water to soil is:
   A) Horizontal
   B) Upwards
   C) Downwards
   D) None of the above
   Ans:- Upwards

   26. Compaction of soil is measured in terms of:
   A) Specific gravity
   B) Voids ratio
   C) Compressibility
   D) Dry density
   Ans:- Dry density

   27. Static sheep foot roller is most effective in compacting:
   A) Gravel
   B) Sand
   C) Clay
   D) None of the above
   Ans:- Clay

   28. In a shear box test the failure plane is :
   A) Weakest plane
   B) Horizontal plane
   C) Vertical plane
   D) Principal plane
   Ans:- Horizontal plane

   29. Slope deflection method is:
   A) Equilibrium method
   B) Deformation method
   C) Stiffness coefficient method
   D) All of the above

   Ans:- All of the above

   30. The most important tool in obtaining influence lines is :
   A) Eddy’s theorem
   B) Willot Mohr diagram
   C) Muller Breslau Method
   D) Column analogy
   Ans:- Muller Breslau Method

   31. Which arch is statically determinate structure?
   A) Single hinged arch
   B) Two hinged arch
   C) Three hinged arch
   D) Fixed arch
   Ans:- Three hinged arch

   32. Which of the following is a force method?
   A) Slope deflection method
   B) Column analogy method
   C) Moment distribution method
   D) None of the above
   Ans:- Column analogy method

   33. For splicing tension reinforcement in flexural members, the most suitable location is:
   A) Point of inflexion
   B) Point of max BM
   C) At the supports
   D) None of the above
   Ans:- Point of inflexion

   34. For the same sectional area which beam will deflect least:
   A) T – beam
   B) Rectangular beam
   C) Circular beam
   D) I –beam
   Ans:- I –beam

   35. Which of the following is generally not designed for shear?
   A) Slap
   B) Cantilever beam
   C) Footing
   D) None of the above
   Ans:- Slap

   36. In RCC column if ties are not provided, the column will likely to:
   A) Fail by crushing
   B) Fails by buckling
   C) Behave like a beam
   D) None of the above
   Ans:- Fails by buckling

   37. A surface water tank will be economical if the shape is :
   A) Circular
   B) Square
   C) Rectangular
   D) All the above
   Ans:- Circular

   38. AT – shaped retaining wall consists of:
   A) One cantilever
   B) Two Centilevers
   C) Three cantilevers
   D) None of the above
   Ans:- Three cantilevers

   39. Which of the following is not considered in footings?
   A) Bending moment
   B) Shear
   C) Punching stress
   D) Torsion
   Ans:- Torsion

   40. Design consideration for a steel beam is :
   A) Flexural strength
   B) Stiffness
   C) Economy
   D) All the above
   Ans:- All the above

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