230 Sub-Engineer Mock Test of 50 Past Question #14 Sub-Engineer Collection of 50 Past Question from Loksewa Aayog Mock Test. 1 / 50 1. The principle of super position is valid only and only if the material, is A. Elastic B. Stress- Stain relationship is linear C. Plastic D. Elastic plastic 2 / 50 2. In a truss, the joints are considered to be A. rigid B. pin joints C. Bolted Joints D. welded 3 / 50 3. At free end of cantilever beam A. The slope and deflection are zero B. the shear is zero but not moment C. the moments and shear is zero D. the moment is zero but not shear 4 / 50 4. In a cantilever beam, a moment M is applied at the free end yields slope at free end A. ML/4EI B. ML/3I C. ML/2EI D. ML/EI 5 / 50 5. Ratio of cement, sand and aggregate for M25, is A. 1:1:2 B. 1:1.5:3 C. 1:2:4 D. 1:3:6 6 / 50 6. Spacing of shear stirrup is A. Minimum at center B. Maximum at centre C. Same throughout section D. none of these 7 / 50 7. Minimum lap for compression bars, is A. 20ɸ B. 24 ɸ C. 28ɸ D. 32ɸ 8 / 50 8. Minimum percentage of steel in column, is A. 0.40% B. 0.80% C. 1% D. 1.2% 9 / 50 9. The main principle of survey is to work A. From part to whole B. From whole to part C. From higher level to the lower level D. From lower level to higher level 10 / 50 10. The short offset is measured with A. Ordinary chain B. an invert tape C. a metallic tape D. a steel tape 11 / 50 11. The angle between two plane mirrors of optical square A. 20° B. 30° C. 45° D. 60° 12 / 50 12. Accidental or compensating errors of length L are proportional to A. L B. L1/2 C. L1/3 D. L2 13 / 50 13. Inner part of timber log surrounding the pitch, is called A. sapwood B. cambium layer C. heart wood D. none of these 14 / 50 14. The base material for distemper, is A. Chalk B. lime C. cement wash D. Lime Putty 15 / 50 15. According to ISI, bitumen is classified into A. 2 grades B. 4 grades C. 6 grades D. 10 grades 16 / 50 16. Maximum size of clay particle is A. 0.002 mm B. 0.04mm C. 0.02 mm D. 0.06mm 17 / 50 17. The ratio of the volume of voids to volume of solids in soil mass, is known as A. void ratio B. porosity C. water content D. specific gravity 18 / 50 18. A pycnometer is used to measure A. Void ratio B. dry density C. water content D. density index 19 / 50 19. During the seepage trough soil, direction of seepage is always A. parallel to equipotential line B. perpendicular to stream lines C. perpendicular to equipotential lines D. None of these 20 / 50 20. Design speed for class I road in plain terrain, is A. 80 km/hr B. 100 km/hr C. 120 km/hr D. 140 km/hr 21 / 50 21. The minimum shoulder width for road class II is A. 3.75m B. 2.5 m C. 2m D. 1.5m 22 / 50 22. According to Nepal Road Standard 2070, the Right of way for feeder road is A. 50m B. 30m C. 20m D. 25m 23 / 50 23. Most suitable material for highway embankment is A. Granular soil B. organic soil C. Silts D. clays 24 / 50 24. The ductility value of bitumen for suitability in road construction should not be less than A. 30cm B. 40cm C. 50cm D. 60cm 25 / 50 25. The absolute minimum radius of horizontal curve for a design speed 60Km/hr is A. 131m B. 210m C. 360m D. none of the above 26 / 50 26. In water bound macadam roads, binding material, is A. sand B. stone dust C. cement D. brick dust 27 / 50 27. The height of the Pilots eyes above the runway surface is assumed A. 1m B. 3m C. 4m D. 5m 28 / 50 28. The technique of finding the exact price of existing building or property is known as A. pricing B. estimation C. valuation D. costing 29 / 50 29. The running bill is also known as A. interim bill B. final bill C. both D. none of the above 30 / 50 30. The unit of measurement of cornice is A. m3 B. m2 C. m D. kg 31 / 50 31. The information which cannot be included in drawings is conveyed to estimator through A. Specification B. cover note C. progress chart D. all of the above 32 / 50 32. The first stages of construction project is A. survey of site B. initiation of proposal C. preparation of tender D. allocation of fund 33 / 50 33. Site order book is for recording A. instruction by executive engineer B. construction measurement C. issue of store equipment D. name of casual labor 34 / 50 34. The performance security of contractor is refunded after A. DLP B. maintenance period C. both D. none of the above 35 / 50 35. Which is responsible for accident occurred at worksite A. consultant B. contractor C. petti-contractor D. himself 36 / 50 36. To measure very low pressure we, use A. barometers B. piezometers C. manometers D. differential manometers 37 / 50 37. The upper surface of the weir over which water flows is known as A. vein B. nappe C. sill D. none 38 / 50 38. Falling drops of water becomes sphere due to A. adhesion B. cohesion C. surface tension D. viscosity 39 / 50 39. Cavitation is caused by A. Low pressure B. high pressure C. Low velocity D. high velocity 40 / 50 40. The ratios of volume of air voids to the volume of total voids is A. air content B. percentage air voids C. porosity D. percentage voids 41 / 50 41. A flow net may be utilized for the determination of A. exit gradient B. seepage C. hydrostatic pressure D. all 42 / 50 42. Accurate determination of water content, is made by A. calcium carbide method B. sand bath method C. alcohol method D. oven-drying method 43 / 50 43. The bearing capacity of a soil depends upon A. size of the particles B. Shape of the particles C. cohesive properties of particles D. all the above 44 / 50 44. B.O.D. of treated water should be A. nil B. 20ppm C. 30ppm D. 10ppm 45 / 50 45. The depth of rice root zone is A. 50cm B. 60cm C. 70cm D. 90cm 46 / 50 46. A river training work is generally required when the river is A. meandering B. aggrading C. degrading D. all the above 47 / 50 47. The ultimate nearing capacity of soil, is A. total load on the bearing area B. safe load on bearing area C. load at soil which soil fails D. load at which soil consolidates 48 / 50 48. Minimum no. of pile require to support a column, is A. 1 B. 2 C. 3 D. 4 49 / 50 49. The specific gravity of sand is approximately A. 2.5 B. 2.65 C. 2.75 D. 2.85 50 / 50 50. Horizontal flow of water in soil is due to A. Permeability B. Porosity C. Consolidation D. Percolation Your score is The average score is 67% 0% Restart quiz Exit loksewamcqmcq civilmcqcivilmock testsub engineersub engineer mock test