230 Sub-Engineer Mock Test of 50 Past Question #91 Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test. 1 / 50 1. Straight, parallel and widely spaced contours represent A. a steep surface B. a flat surface C. an inclined plane surface D. curved surface 2 / 50 2. The radius of a simple circular curve is 300 m and length of its specified chord is 30 m. The degree of the curve is A. 5.73° B. 5.37° C. 3.57° D. 3.75° 3 / 50 3. Number of links per metre length of a chain are A. 5 B. 8 C. 10 D. 20 4 / 50 4. Keeping the instrument height as 1.5 m, length of staff 4 m, the slope of the ground as 1 in 10,the sight on the down-slope, must be less than A. 30 m B. 25 m C. 20 m D. 15 m 5 / 50 5. The process of decarbonising the pig iron completely and then adding proper percentage of carbon for manufacturing steel, is called A. Cementation process B. crucible process C. Bessemer process D. Open hearth process 6 / 50 6. Stones used for the construction of retaining walls must be A. soft B. hard C. light D. heavy 7 / 50 7. Which one of the following polymers is obtained from condensation polymerization? A. phenol formaldehyde B. carbamide C. melamine-formaldehyde D. all of these 8 / 50 8. A badly mixed cement concrete results in A. segregation B. bleeding C. honey combing D. none to these 9 / 50 9. A shaft subjected to a bending moment M and a torque T, experiences A. maximum bending stress = 32M/nd³ B. maximum shear stress =16T/nd³ C. both (a) and (b) D. neither (a) nor (b) 10 / 50 10. m₁ and m2 are the members of two individual simple trusses of a compound truss. The compound truss will be rigid and determinate if A. m =m1+m2 B. m =m1+m2+1 C. m =m1+m2+2 D. m =m1+m2+3 11 / 50 11. The equivalent length of a column fixed at one end and free at the other end, is A. 0.7l B. l C. 2l D. 1.5l 12 / 50 12. The shape of the bending moment diagram over the length of a beam, carrying a uniformly distributed load is always A. linear B. parabolic C. cubical D. circular 13 / 50 13. The ratio of the percentage error in the discharge and percentage error in the measurement of head over a triangular notch, is A. 2/3 B. 3/2 C. 2/5 D. 5/2 14 / 50 14. In a fluid flow a particle may posses A. kinetic energy B. pressure energy C. initial energy D. all of the above 15 / 50 15. Discharge over an ogee weir remains the same as that of A. sharp crested weir B. triangular weir C. cippoletti weir D. drowned weir 16 / 50 16. For maximum horse power of a nozzle, the head supplied must be equal to A. head loss in the pipe due to friction B. twice the head loss in the pipe due to friction C. thrice the head loss in the pipe due to friction D. four times the head loss in the pipe due to friction 17 / 50 17. The ratio of settlement at any time ‘t to the final settlement, is known as A. co-efficient of consolidation B. degree of consolidation C. consolidation index D. consolidation of undisturbed soil 18 / 50 18. ‘Talus’ is the soil transported by A. wind B. water C. glacier D. gravitational force 19 / 50 19. The ultimate bearing capacity of a soil, is A. total load on the bearing area B. safe load on the bearing area C. load at which soil fails D. load at which soil consolidates 20 / 50 20. The percentage of minimum reinforcement of the gross sectional area in slabs, is A. 0.12% B. 0.15% C. 0.18% D. 0.20% 21 / 50 21. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed A. 15 B. 20 C. 25 D. 30 22 / 50 22. Piles are usually driven by A. diesel operated hammer B. drop hammer C. single acting steam hammer D. all of the above 23 / 50 23. Dimensions of a beam need be changed if the shear stress is more than A. 10 kg/cm² B. 15 kg/cm² C. 20 kg/cm² D. 25 kg/cm² 24 / 50 24. The form work from the underside of slabs, can be removed only after A. 1 day B. 4 days C. 7 days D. 14 days 25 / 50 25. Pick up the correct statement from the following: A. the pile driven in sand is called sand pile B. the drilled hole filled with sand is called sand pile C. the sand piles are used for bearing purposes D. None of these 26 / 50 26. According to IS: 382-1963, a good aggregate should be A. chemically inert B. sufficiently strong C. hard and durable D. all of the above 27 / 50 27. For the construction of thin R.C.C. structures, the type of cement to be avoided, is A. rapid hardening cement B. low heat cement C. blast furnace slag cement D. sulphate resisting cement 28 / 50 28. 135 litres of water per person per day, is provided in A. nurses homes B. hostels C. residential schools D. all of the above 29 / 50 29. Surge tanks are used A. for storage water B. to increase the velocity in a pipeline C. as overflow valves D. to guard against water hammer 30 / 50 30. It is customary to design a sewer for D.W.F. on the basis of A. average demand B. twice the average demand C. thrice the average demand D. four times the average demand 31 / 50 31. The most dangerous pollutant in vehicular emissions is A. CO B. SO2 C. CO2 D. O3 32 / 50 32. For the design of major hydraulic structures on the canals, the method generally preferred to, is based on A. Bligh's theory B. Electrical analogy method C. The relaxation method D. Khosla's method of independent variables 33 / 50 33. A river is said to be of A. aggrading type if it builds up its bed to a certain slope B. degrading type if it cuts its bed to a certain slope C. meandering type if it flows in sinuous curve D. all of the above 34 / 50 34. For a given discharge in a channel, Blench curves give the relationship between the loss of head (HL) and A. specific energy up-stream B. specific energy down-stream C. critical depth of water down-stream D. depth of water down-stream 35 / 50 35. A minimum of 90 cm free board is provided if the discharge in the canal is between A. 30 to 33 cumecs B. 30 to 60 cumecs C. Over 60 cumecs D. Over 100 cumecs 36 / 50 36. If present A.D.T. is 5000 vehicles and annual increase is 10%, the average future flow after 5 years will be A. 6050 vehicles B. 7050 vehicles C. 8050 vehicles D. 9050 vehicles 37 / 50 37. The normal road land width for a major district road in open area, is A. 45 m B. 25 m C. 15 m D. 12 m 38 / 50 38. Deviation of the alignment of a trace cut may be permitted in areas Involving A. land slides B. sand dunes C. dens D. none of these 39 / 50 39. If B is the width of formation, d is the height of the embankment, side slope S 1, for a highway with no transverse slope, the area of cross-section is A. B + d + Sd B. Bd +Sd² C. Bd – Sd1/2 D. (Bd +Sd)² 40 / 50 40. Closed contours of decreasing values towards their center, represents A. a hill B. a depression C. a saddle or pass D. a river bed 41 / 50 41. For 12 mm thick cement plastering 1: 6 on 100sq.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 concrete work for the following part of the building of specified thickness is measured in square metres A. Floors B. D.P.C. C. Wall panels D. All the above 43 / 50 43. The estimated time required to perform an activity, is known as A. dummy B. event C. duration D. float 44 / 50 44. Critical path lies along the activities having total float A. positive B. negative C. zero D. same 45 / 50 45. Modular co-ordination of construction means proper A. planning B. designing C. execution D. all of the above 46 / 50 46. CPM is A. is built of activities oriented programme B. is based on time estimate C. is used for repetitive works D. all of the above 47 / 50 47. The bearing of the runway at threshold is 290° the runway number is A. N70°W B. 290° C. 29° D. W20°N 48 / 50 48. Pick up the correct statement from the following: A. Localizer indicates to the pilot his position with respect to the proposed alignment B. The glide slope indicates the correct angle of descent C. L.O.M. and L.M.M. help the pilot to judge his position for the runway D. All of the above 49 / 50 49. A beam carries a uniformly distributed load throughout its length. In which of the following configurations will the strain energy be maximum? A. Cantilever B. Simply supported beam C. Propped cantilever D. Fixed beam 50 / 50 50. Undisturbed soil samples are required for conducting A. hydrometer test B. shrinkage limit test C. consolidation test D. specific gravity test Your score is The average score is 49% 0% Restart quiz Exit civil engineerloksewamcqcivilpscsub engineer mock testupsc