379 Sub-Engineer Mock Test of 50 Past Question #95 Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test. 1 / 50 1. The accuracy of measurement in chain surveying, does not depend upon A. length of the offset B. scale of the plotting C. importance of the features D. general layout of the chain lines 2 / 50 2. The zero of the graduated circle of a prismatic compass is located at A. north end B. east end C. south end D. west end 3 / 50 3. Accuracy of ‘fix’ by two point problem, is A. bad B. good C. not reliable D. unique 4 / 50 4. The rise and fall method of reduction of levels, provides a check on A. back sights B. fore sights C. intermediate sights D. all of these 5 / 50 5. Pegmatite is a/an A. intrusive igneous rock B. extrusive igneous rock C. sedimentary rock D. metamorphic rock 6 / 50 6. In a mortar, the binding material is A. cement B. sand C. surkhi D. cinder 7 / 50 7. The minimum compressive strength of second class bricks should be A. 75 kg/cm² B. 90 kg/cm² C. 100 kg/cm² D. 120 kg/cm² 8 / 50 8. The rock generally used for roofing, is A. granite B. basalt C. slate D. pumice 9 / 50 9. At yield point of a test piece, the material A. obeys Hooke's law B. behaves in an elastic manner C. regains its original shape on removal of the load D. undergoes plastic deformation 10 / 50 10. A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is A. 0.207 B. 0.307 C. 0.407 D. 0.508 11 / 50 11. Along the principal plane subjected to maximum principal stress A. maximum shear stress acts B. minimum shear stress acts C. no shear stress acts D. none of these 12 / 50 12. The unit of the viscosity is A. kg sec/m² B. Newton sec per m² C. Newton-sec² / m D. m² per sec 13 / 50 13. For a most economical rectangular channel,the hydraulic mean depth, is equal to A. the depth of flow B. half the depth of flow C. one-third depth of flow D. None of these 14 / 50 14. An independent mass of a fluid does not posses A. elevation energy B. kinetic energy C. pressure energy D. none of these 15 / 50 15. Through a point in a loaded soil mass, there exists n typical planes mutually orthogonal on which the stress is wholly normal and no shear stress acts, if n is A. 1 B. 2 C. 3 D. 4 16 / 50 16. The density of soil can be increased A. by reducing the space occupied by air B. by elastic compression of soil grains C. by expelling water from pores D. All of the above 17 / 50 17. The weight of reinforced concrete, is generally taken as A. 2300kg /m³ B. 2400kg /m³ C. 2500kg /m³ D. 2800kg /m³ 18 / 50 18. Lapped splices in tensile reinforcement are generally not used for bars of size larger than A. 24 mm diameter B. 30 mm diameter C. 36 mm diameter D. 32 mm diametler 19 / 50 19. The toe projection of foundation slabs is taken A. as one third of the base B. as one sixth of overall height of the wall C. equal to heel slab D. below ground surface 20 / 50 20. Distribution reinforcement in a simply supported slab, is provided to distribute A. load B. temperature stress C. shrinkage stress D. all the above 21 / 50 21. The inner section of a cavity wall, is generally known as A. butress B. leaf wall C. pillaster D. pillar 22 / 50 22. The alignment of a cross joint along the plumb line is A. bed block B. perpend C. lintel D. vertical line 23 / 50 23. Specified compressive strength of concrete is obtained from cube tests at the end of A. 7 days B. 14 days C. 21 days D. 28 days 24 / 50 24. Gypsum is added for A. colour B. strength C. controlling setting time D. none of these 25 / 50 25. Suction lift of a pump depends upon A. water temperature B. velocity of water in suction pipe C. frictional losses D. all of the above 26 / 50 26. The nitrate concentration in domestic water supplies, is generally limited to A. 15 ppm B. 25 ppm C. 30 ppm D. 45 ppm 27 / 50 27. Which one of the following tests is used for testing sewer pipes: A. water test B. ball test C. mirror test D. all of these 28 / 50 28. The first stage of neutral process of sludge digestion, is A. acid fermentation B. acid regression C. alkaline fermentation D. none of these 29 / 50 29. The length and width of a meander and also the width of the river, vary roughly as A. square root of the discharge B. discharge C. square of the discharge D. cube of the discharge 30 / 50 30. The Lacey’s regime velocity is proportional to A. R1/2 S3/4 B. Q3/4 S1/3 C. R3/4 S1/3 D. R2/3 S1/2 31 / 50 31. For the stability of a structure against seepage pressure according to Khosla’s creep theory, the critical gradient is A. 0.25 B. 0.50 C. 0.75 D. 1.00 32 / 50 32. In case of cement concrete pavements, pick up the incorrect statement A. initial cost of construction is high B. Initial cost of construction is low C. visibility during nights is high D. none of these 33 / 50 33. Side drains on both sides of a hill road, are essential when the road is A. along the spur curves B. along the re-entrant curves C. in cutting D. none of these 34 / 50 34. The best compromise between the increase of the length of a highway and reduction in its load carrying capacity, is the ruling gradient A. 1 in 15 B. 1 in 20 C. 1 in 25 D. 1 in 30 35 / 50 35. The following item of earth work is not measured separately A. Site clearence B. dead men C. Steps in deep exavaction D. All of the above 36 / 50 36. The minimum width of a septic tank is taken A. 70 cm B. 75 cm C. 80 cm D. 90 cm 37 / 50 37. The excavation exceeding 1.5 m in width and 10 sq.m in plane area with a depth not exceeding 30 cm, is termed as A. Excavation B. Surface dressing C. Cutting D. Surface excavation 38 / 50 38. If t is the duration of an activity, t1 is the latest finish possible moment of its preceding activity and t2 is the earliest start possible moment, the independent float of the activity is A. (t1-t2)-t B. t-(t1-t2) C. (t1+t2)-t D. t+(t1-t2) 39 / 50 39. The most popular type of organisation used for Civil Engineering Constructions, is A. line organisation B. line and staff organisation C. functional organisation D. effective organisation 40 / 50 40. The first stage of a construction, is A. survey of the site B. initiation of proposal C. preparation of ten D. allotment of funds 41 / 50 41. Pre-tender stage requires A. selection of site B. formalisation of alignment of work C. formalisation of designs and preparation of estimate D. all of the above 42 / 50 42. Two single runways may be arranged so as to have A. L-shape B. T-shape C. X-shape D. All of the above 43 / 50 43. Pick up the component not applicable to aeroplanes A. wings B. fuse lage C. air screw D. none of these 44 / 50 44. Compression index of a soil helps to determine A. total time required for consolidation B. time required for 50 percent consolidation C. total settlement of clay water D. pre-consolidation pressure of clay 45 / 50 45. ‘Air binding’ may occur in A. Sewers B. Artesian well C. Aerator D. Filter 46 / 50 46. Presence of nitrogen in waste water sample is due to the decomposition of A. Carbohydrates B. Proteins C. Fats D. Vitamins 47 / 50 47. What is the value of camber rate that should be provided in case of WBM pavement surface in an area of heavy rainfall ? A. 1 in 30 B. 1 in 48 C. 1 in 60 D. 1 in 72 48 / 50 48. In the design of storm sewers, time of concentration relevant of determine the A. rainfall intensity B. velocity in the sewer C. time of travel D. area seven by the sewer 49 / 50 49. Sheep-foot rollers are recommended for compacting A. granular soils B. cohesive soils C. hard rock D. any type of soil 50 / 50 50. What is the time by which the completion of an activity can be delayed without affecting the start of succeeding activities, called ? A. Total float B. Interfering float C. Independent float D. Free float Your score is The average score is 52% 0% Restart quiz Exit civil engineerloksewamcq civilmock testsub engineersub engineer mock test