107 Sub-Engineer Mock Test of 50 Past Question #79 Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test. 1 / 50 1. In chain surveying field work is limited to A. linear measurements only B. angular measurements only C. both linear and angular measure D. none of the above 2 / 50 2. Two concave lenses of 60 cm focal length are cemented on either side of a convex lens of 15 cm focal length. The focal length of the combination is A. 10 cm B. 20 cm C. 30 cm D. 40 cm 3 / 50 3. One of the tacheometric constant is additive, the other constant is: A. subtractive constant B. multiplying constant C. dividing constant D. indicative constant 4 / 50 4. The limiting length of an offset does not depend upon A. accuracy of the work B. method of setting out perpendicular C. scale of plotting D. indefinite features to be surveyed. 5 / 50 5. Gniess is obtained from A. igneous rocks B. metamorphic rocks C. sedimentary rocks D. sedimentary metamorphic rocks 6 / 50 6. The rocks formed by gradual deposition, are called A. sedimentary rocks B. igneous rocks C. metamorphic rocks D. none of these 7 / 50 7. Galvanising means covering iron with a thin coat of A. tin B. zinc C. glaze D. coal tar 8 / 50 8. Wrought iron contains carbon about: A. 1.5% to 5.5% B. 0.5% to 1.75% C. 0.1% to 0.25% D. none of these 9 / 50 9. Influence lines are drawn for structures A. of any type B. statically determinate C. pin-jointed truss D. none of these 10 / 50 10. In the displacement method of structural analysis, the basic unknowns are A. displacements B. force C. displacements and forces D. none of the above 11 / 50 11. A simply supported beam carrying a uniformly distributed load over its whole span, is propped at the centre of the span so that the beam is held to the level of the end supports. The reaction of the prop will be A. half the distributed load B. 3/8th the distributed load C. 5/8th the distributed load D. distributed load 12 / 50 12. The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is the intensity of the load per meter length is: A. one-half of the base B. one-third of the base C. one-fourth of the base D. one-fifth of the base 13 / 50 13. An independent mass of fluid does not posses: A. elevation energy B. kinetic energy C. pressure energy D. none of these 14 / 50 14. In steady flow of a fluid, the total acceleration of any fluid particle A. can be zero B. is never zero C. is always zero D. is independent of coordinates 15 / 50 15. Discharge Q over a rectangular weir of length L and height H, is given by the equation A. Q=2/3 Cd2gLH^3/2 B. Q=2/3 CdLH√2gH C. Q = 2/3 CdH√2gL²H D. all of the above 16 / 50 16. A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is A. less than 12.2 m of the water B. more than 12.2 m of the water C. equal of 12.2 m of water D. none of these 17 / 50 17. According to Coulomb’s wedge theory, the active earth pressure slides the wedge A. down and outwards on a slip surface B. up and inwards on a slip surface C. horizontal upward and parallel to base D. horizontal inward and parallel to base 18 / 50 18. The effective size of particles of soil is denoted by A. D10 B. D20 C. D70 D. D60 19 / 50 19. Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5 is: A. 50% B. 40% C. 75% D. 80% 20 / 50 20. The coefficient of compressibility of soil, is the ratio of A. stress to strain B. strain to stress C. stress to settlement D. rate of loading to that of settlement. 21 / 50 21. The test strength of the sample is taken as the average of the strength of A. 2 specimens B. 3 specimens C. 4 specimens D. 5 specimens 22 / 50 22. The maximum deflection of a structure should not exceed lesser of the span/350 or A. 10 mm B. 15 mm C. 20 mm D. 25 mm 23 / 50 23. Honey combed structure is found in A. clay B. coarse sand C. gravel D. fine sand & silts 24 / 50 24. Which of the following canal structures is used to remove surplus water from an irrigation channel into a natural drain? A. canal fall B. canal outlet C. canal escape D. canal regulator 25 / 50 25. In case of foundations on black cotton soils, the most suitable method to increase the bearing capacity of soils is to A. increase the depth of foundation B. drain the soil C. compact the soil D. replace the poor soil 26 / 50 26. The exterior angle between outer faces of a wall, is known as: A. turn B. junction C. quion D. all the above 27 / 50 27. For quality control of Portland cement, the test essentially done is: A. setting time B. soundness C. tensile strength D. all the above 28 / 50 28. If 1500 g of water is required to have a cement paste 1875 g of normal consistency, the percentage of water is A. 20% B. 25% C. 30% D. 35% 29 / 50 29. Most commonly used pump for lifting water in water supply mains is: A. axialflow pump B. reciprocating pump C. rotary type pump D. centrifugal pumps 30 / 50 30. Economic height of a dam is the height corresponding to which: A. cost of the dam per unit of storage is minimum B. amount of silting is less C. cost of dam per unit storage is maximum D. free board provided is least 31 / 50 31. In olden days the type of section adopted in trunk and out fall sewers was A. parabolic shaped B. horse shoe shaped C. egg shaped D. circular shaped. 32 / 50 32. For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed A. 3 PPm B. 4 PPm C. 5 PPm D. 10 PPm 33 / 50 33. Groynes are generally built A. perpendicular to the bank B. inclined up stream up to 30° C. inclined down stream upto 30° D. all the above 34 / 50 34. The top of the capillary zone A. lies below the water table at every point B. lies above the water table at every point C. coincides the water table at every point D. none of these 35 / 50 35. Pick up the incorrect statement from the following. Culturable commanded area is the gross area of an irrigation canal system less A. populated area B. alkaline area C. forest area D. fallow land 36 / 50 36. Silt excluders are constructed on the A. river bed upstream of head regulator B. river bed downstream of head regulator C. canal bed upstream of head regulator D. canal bed downstream of head regulator 37 / 50 37. Design of flexible pavements is based on A. mathematical analysis B. empirical formulae C. a compromise of pure theory and pure empirical formula D. all of the above 38 / 50 38. The efficiency of the brakes of a vehicle depends upon A. condition of road surface B. condition of the tyres C. presence of the show moisture D. all of the above 39 / 50 39. Maximum super-elevation on hill roads should not exceed: A. 5% B. 10% C. 15% D. 20% 40 / 50 40. The type of transition curves generally provided on hill roads, is A. circular B. cubic parabola C. Lemniscate D. spiral 41 / 50 41. For 12 mm thick cement plastering 1: 6 on 100 sq.m new brick work, the quantity of cement required, is A. 0.2m³ B. 0.247m³ C. 0.274m³ D. 0.295m³ 42 / 50 42. The minimum width of a septic tank is taken A. 70 cm B. 75 cm C. 80 cm D. 90 cm 43 / 50 43. The item of the brick structure measured in sq.m is A. Reinforced brick work B. Broken glass coping C. Brick edging D. Brick work in arches 44 / 50 44. The inspection pit or chamber is a manhole provided in abase drainage system A. at every change of direction B. at every change of gradient C. at every 30 m intervals D. all of the above 45 / 50 45. If a is the optimistic time, b is the pessimistic time and m is most likely time of an activity, the expected time of the activity, is A. (a + m + b) / 6 B. (a + 2m + b) / 6 C. (a + 4m + b) / 6 D. (a + 6m + b) / 6 46 / 50 46. The time by which activity completion time can be delayed without affecting the start of succeeding activities, is known as A. duration B. total float C. free float D. interfering float 47 / 50 47. The artificial activity which indicates that an activity following it, cannot be started unless the preceding activity is complete is known as A. event B. free float C. dummy D. constant 48 / 50 48. Henry Gantt developed Bar charts for planning and scheduling of projects in A. 1880 B. 1900 C. 1910 D. 1920 49 / 50 49. An aggrading river is a A. silting river B. scouring river C. Both of the above D. none of the above 50 / 50 50. The meander pattern of a river is developed by A. average discharge B. dominant discharge C. maximum discharge D. critical discharge Your score is The average score is 46% 0% Restart quiz Exit civil engineerloksewamcqcivilpscsub engineer mock testupsc