Home» Online Test » Civil Engineering » Online Exam 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This 'Civil Engineering Online Exam' covers questions across all civil engineering topics. (Hard) Get fresh, new questions in each attempt.(4100+ Question Bank Pool) Total Questions: 50 Time Allotted: 40 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. An aircraft is flying in an atmosphere of 30°C with a speed of 1234 km/h. Its speed is known as a) Subsonic b) Sonic c) Supersonic d) Mach 2 / 50 2. Beaufort scale used for measuring the strength of the wind is indicated by 13 numerals. They are... a) 0 to 12 b) 1 to 13 c) 2 to 14 d) 3 to 15 3 / 50 3. The standard mean sea-level temperature is assumed as the temperature gradient equal to 6.5°C per 1000m rise in elevation a) 10°C b) 15°C c) 20°C d) 30°C 4 / 50 4. Volume of one bag of cement (50kg) is: a) 0.0347 m┬│ b) 0.03 m┬│ c) 0.04 m┬│ d) 0.05 m┬│ 5 / 50 5. The D.P.C. is provided in the building in the form of: a) horizontal b) vertical c) both of the above d) none of the above 6 / 50 6. The process of filling hollow spaces of walls before plastering is known as: a) hacking b) dubbing out c) blistering d) filling 7 / 50 7. First-class brick when immersed in cold water for 24 hours should not absorb water more than: a) 15% b) 20% c) 22% d) 25% 8 / 50 8. SLACK time refers to: a) Activity b) Event c) Both d) None of the above 9 / 50 9. The activity that consumes maximum time is called: a) Event b) Node c) Critical d) None of the above 10 / 50 10. In PERT, optimistic time is: a) The minimum time in which any activity can possibly be accomplished b) The maximum time which an activity might require c) The time which has the highest probability of occurrence d) None of the above 11 / 50 11. Which one is correct? a) quick lime slow in setting b) quick lime rapid in slaking c) quick lime generates heat on water addition d) all of the above 12 / 50 12. Fire bricks are used a) to reflect heat b) to increase heat flow c) to decrease heat flow d) all of the above 13 / 50 13. Rocks having silica as the main constituent are called a) calcareous rocks b) argillaceous rocks c) siliceous rocks d) none of the above 14 / 50 14. *Tampering of soil for the manufacture of bricks is done by a) feet b) pug mill c) feet of cattle d) all of the above 15 / 50 15. In case of third angle projection, the plan is kept at: a) Top b) Bottom c) Side d) None 16 / 50 16. The given symbol represents: a) School b) Temple c) Church d) Catenary 17 / 50 17. A 100 m long line making 30° with the vertical shows its projection on the horizontal: a) 100 m b) 50 m c) 86.6 m d) 70.71 m 18 / 50 18. The value of property that can be obtained when the property is put for sale is known as: a) Book value b) Market value c) Current value d) Tradable value 19 / 50 19. The amount of cement required per cubic meter having mix (1:3:6) is a) 4.3 bags b) 3.3 bags c) 6.3 bags d) 5.3 bags 20 / 50 20. A layer of dry bricks put below the foundation concrete, in the case of soft soils, is called a) Soling b) Dead man c) D.P.C. d) None of the above 21 / 50 21. Design of horizontal and vertical alignment, super elevation, sight distance, and grades are badly affected by a) height of the vehicle b) length of the vehicle c) speed of the vehicle d) width of the vehicle 22 / 50 22. If the velocity of a moving vehicle on a road is v kmph, s is stopping distance plus the average length of the vehicle in meters, then the basic capacity of a lane is given by a) c=v/s b) c=1000v/s c) c=1100v/s d) c=1000s/v 23 / 50 23. The method of design of flexible pavements as recommended by Nepal Road Standard is: a) ground index method b) CBR method c) Westergaard method d) Benkelman beam method 24 / 50 24. In an inclined position, a venturimeter records a) less reading b) same reading c) more reading d) none of the above 25 / 50 25. *The upper surface of the notch over which water flows is known as a) vein b) nappe c) sill d) none of the above 26 / 50 26. *Rotameter is used for measuring a) density of fluids b) value of fluids in a pipe c) discharge of fluids d) pressure in fluids 27 / 50 27. The thickness of a sharp-crested weir is kept less than a) one-third of the height of water on the sill b) one-half of the height of water on the sill c) two-thirds of the height of water on the sill d) four-thirds of the height of water on the sill 28 / 50 28. Tortuosity of a meandering river is always a) more than one b) equal to one c) less than one d) none of the above 29 / 50 29. Weirs designed and constructed on Bligh's theory failed due to a) undermining of floors b) undermining of the sub-soil c) undermining of the foundation work d) all of the above 30 / 50 30. A counterbalance is a) a horizontal benching provided on the outer slope b) a vertical benching provided on the outer edge of the bank c) a horizontal benching provided on the inside slope d) a vertical benching provided on the inner edge of the bank 31 / 50 31. The beam strongest in flexure will have the maximum a) moment of inertia b) section modulus c) area of cross-section d) none of the above 32 / 50 32. *The law "Stress is proportional to strain within certain limits" is formulated by a) Thomas Youngs b) Poisson c) Mohr d) Robert Hook 33 / 50 33. In the case of an H section, the maximum shear stress will occur at a) top fibers b) neutral axis c) bottom fibers d) at the junction of web and flanges 34 / 50 34. *The maximum bending moment in a simply supported beam UDL is applied a) ends b) mid c) 1/2 distance d) none of the above 35 / 50 35. The difference between SF values at any two sections will be equal to a) the area of bending moment between the two sections b) the difference between the slopes of the curve of the loading diagram at two sections c) the ordinate of shear force diagram at one section plus the slope of the loading diagram multiplied by the distance between two sections d) the area of the loading diagram between those two sections 36 / 50 36. Flow path/flow channel is a) The space between two adjacent flow lines b) Direction of flow c) The space between two equipotential lines d) None of the above 37 / 50 37. The curve A, B, and C shown in fig below are respectively the stress-strain curves for stress of a) Dense sand, clay, and loose sand b) Dense sand, loose sand, and clay c) Loose sand, dense sand, and clay d) Clay, loose sand, and dense sand 38 / 50 38. The seepage force is proportional to a) Head loss b) Flow net c) Head at upstream d) Equipotential gradient 39 / 50 39. The bearing capacity factors (N_c, N_q,) and (N_r) are functions of: a) Cohesion only b) Angle of internal friction c) Both (a) and (b) of above d) None of the above 40 / 50 40. An agent responsible for the transportation of soil is a) Wind b) Water c) Gravity d) All of the above 41 / 50 41. The beam section is redesigned if the shear stress exceeds the allowable shear stress by ... times a) 2 b) 4 c) 6 d) 8 42 / 50 42. The factor of safety for steel is based on its a) yield stress b) ultimate stress c) both (a) and (b) above d) none of the above 43 / 50 43. Side face reinforcement is provided in a beam when the depth of the web in a beam exceeds a) 250 mm b) 500 mm c) 750 mm d) 1000 mm 44 / 50 44. The upgrade road meets with the downgrade road, then the curve formed at the junction is called a) valley climb b) entrant curve c) summit curve d) all of the above 45 / 50 45. In the whole circle system, the bearings are measured a) clockwise from the north point of the reference meridian towards the line of sight round the circle b) anticlockwise from the north point c) with the notations of cardinal points N, E, S & W d) none of the above 46 / 50 46. Under Survey, "working from whole to part" is done a) to prevent the accumulation of error b) to localize the error c) both of the above d) none of the above 47 / 50 47. Strainer type tube wells are considered unsuitable for a) coarse gravel b) fine sand strata c) clean gravels d) all of the above 48 / 50 48. Fluoridation is done to a) protect children's teeth b) protect from dental fluorosis c) protect from both dental and skeletal fluorosis d) add taste to water 49 / 50 49. For a 150mm diameter sewer, the gradient required to generate self-cleaning velocity is: a) 1 in 10 b) 1 in 100 c) 1 in 200 d) 1 in 300 50 / 50 50. Nahni trap is made of: a) mud b) cast iron c) steel d) all of the above Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy The Complete Civil Engineering MCQ PDF for Offline Study