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. As the elevation of the airport increases, the runway length a) Increases b) Decreases c) Constant d) All of the above 2 / 50 2. From the end of an instrumental runway, the approach surface rises outwards a) 1 in 20 b) 1 in 30 c) 1 in 40 d) 1 in 50 3 / 50 3. According to I.C.A.O., the recommended length of the airport is decided on a) Sea level elevation b) Standard sea level temperature (15°C) c) Effective gradient percentage d) All of the above 4 / 50 4. The roof suitable in plains where rainfall is merge and temperature is high is: a) Hipped roof b) Gambrel roof c) Flat roof d) Mansard roof 5 / 50 5. The roof sloping in four directions is called: a) Hipped roof b) Gambrel roof c) Flat roof d) Mansard roof 6 / 50 6. The course of stone placed immediately below the cornice along the face of the wall is: a) frieze b) corbel c) arrise d) cornice 7 / 50 7. Curing period is minimum for concrete using: a) rapid hardening cement b) low heat cement c) ordinary Portland cement d) slag cement 8 / 50 8. In PERT analysis, the time estimates of activities and the probability of their occurrence follow: a) Normal distribution curve b) Beta distribution curve c) Poisson distribution curve d) Binomial distribution curve 9 / 50 9. The final technical authority of a project is: a) Chief engineer (DG) b) Assistant engineer c) Executive engineer d) Superintending engineer 10 / 50 10. An example of a parallel activity is: a) Completing ground floor and starting first floor construction b) Wall construction and carpentry work of doors and windows c) Completion of flooring and initiating whitewashing d) Digging of a well and construction of a septic tank 11 / 50 11. Mica, mainly, is composed of a) calcium carbonate b) magnesium and calcium silicate c) silica with oxygen d) potassium and aluminium silicate 12 / 50 12. Tiles are used for a) covering the roofs and flooring b) making drains c) both (a) and (b) of above d) none of the above 13 / 50 13. Excess of alumina in a brick earth causes a) loss of cohesion b) impermeable c) cracking and warping on drying d) brittleness 14 / 50 14. The initial and final setting times of quick setting cement are a) 15 minutes and 45 minutes b) 20 minutes and one hour c) 5 minutes and 30 minutes d) 5 minutes and 10 minutes 15 / 50 15. The following are solids of revolution except: a) Prism b) Sphere c) Cone d) Cylinder 16 / 50 16. Picture plane is: a) Transparent b) Opaque c) Semi-transparent d) All of the above 17 / 50 17. As-built drawing is normally constructed...... the construction a) Before construction b) Simultaneously with construction c) After construction d) All of the above 18 / 50 18. The net annual letting out value of a property, which is obtained after deducting the amount of yearly repairs from the gross income, is known as a) Market value b) Book value c) Sinking value d) Rateable value 19 / 50 19. Minimum side lap required for asbestos cement sheets is a) 4 cm b) 10 cm c) 15 cm d) 25 cm 20 / 50 20. The weight of 10 mm diameter mild steel rod per meter length is equal to a) 0.22 kg b) 0.32 kg c) 0.42 kg d) 0.62 kg 21 / 50 21. The provision of wind guy cable in a suspension bridge is a) to take live load b) to take dead load c) to fix walkway d) to provide lateral stability 22 / 50 22. Traffic surveys are carried out to a) know the types of traffic b) determine the traffic regulations c) design a proper drainage system d) all of the above 23 / 50 23. Page testing machine is used for a) stripping test b) attrition test c) abrasion test d) impact test 24 / 50 24. *What affects the quantity of mass of a fluid? a) acceleration due to gravity b) distance from the center of the earth c) elevation of the body d) none of the above 25 / 50 25. From a nozzle exposed to the atmosphere, the liquid jet traverses a) a straight line b) a circular path c) a parabolic path d) an elliptical path 26 / 50 26. *The magnitude of capillary rise is more in: a) silts b) sands c) clays d) gravels 27 / 50 27. *The main assumption of Bernoulli's equation is a) the velocity of energy of liquid particles across any cross-section of a pipe is uniform b) no external force except gravity acts on the liquid c) there is no loss of energy of the liquid while flowing d) all of the above 28 / 50 28. The method of irrigation, in which land surrounded by natural or artificial banks is flooded, is known as a) broad irrigation b) natural irrigation c) basin irrigation d) none of the above 29 / 50 29. *The crops require maximum water during a) first watering when the crop has grown a few centimeters b) first watering before sowing the crops c) last watering before harvesting d) all of the above 30 / 50 30. A counter berm 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 bending moment in a cable carrying a system of loads will be a) zero at all point b) minimum at the center c) maximum at the center d) none of the above 32 / 50 32. The maximum bending moment caused on a simply supported beam subjected to two equal concentrated loads (W/2) spaced at an equal distance (L/3) over the span is a) WL/8 b) WL/6 c) WL/4 d) WL/2 33 / 50 33. *Maximum deflection of a simply supported beam subjected to concentrated load (w) at the mid-point is a) wL^3 / 8EI b) wL^3 / 48EI c) 5wL^3 / 48EI d) none of the above 34 / 50 34. *The shear flow in a section can be defined as a) total shear stress b) flow direction of shear c) total shear stress at a point d) none of the above 35 / 50 35. *The ratio of the intensity of stress in a case of a suddenly loaded to that of gradually applied load is a) same b) half c) twice d) thrice 36 / 50 36. The process of improving the engineering properties of the soil and thus making it more stable is known as a) Compaction b) Consolidation c) Stabilization d) None of the above 37 / 50 37. The seepage force is proportional to a) Head loss b) Flow net c) Head at upstream d) Equipotential gradient 38 / 50 38. Quick sand is a a) Type of sand b) Condition in which a cohesionless soil loses its strength because of upward flow of water c) Moist sand containing small particles d) Condition which occurs in coarse sand 39 / 50 39. The compression resulting from long-term static load and resulting expulsion of water is known as a) Compaction b) Inverse swelling c) Consolidation d) None of the above 40 / 50 40. Generally, soils are considered as a) Single-phase system b) Two-phase system c) Three-phase system d) None of the above 41 / 50 41. In a doubly reinforced beam, the maximum shear stress occurs a) along the centroid b) along the natural axis c) on planes between the neutral axis and the tensile reinforcement d) on planes between the neutral axis and the compressive reinforcement 42 / 50 42. The radius of bar bend to form a hook should not be less than a) twice the diameter b) thrice the diameter c) four times the diameter d) five times the diameter 43 / 50 43. Strength of concrete increases with a) increase in water cement ratio b) decrease in water cement ratio c) decrease in size of aggregate d) decrease in curing time 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. Height of instrument method of leveling, as compared to the rise and fall method, is a) more accurate b) less accurate c) quicker and less tedious d) none of the above 46 / 50 46. For the route survey of a contour map, the method used is a) square method b) cross-profile method c) quantities of earthwork d) all of the above 47 / 50 47. A tube well of 38cm diameter has depths before and after pumping at 10.7 m and 4.60, respectively. The coefficient of permeability is 2273 liters per day. If the radius of the circle of influence is 304.8m. The yield from the tube well will be a) 500,00 liters per day b) 600,00 liters per day c) 750,00 liters per day d) 900,00 liters per day 48 / 50 48. Grit chamber has a detention period of: a) 45 sec to 90 sec b) 2 min to 5 min c) 20 min to 30 min d) 2 hours to 4 hours 49 / 50 49. Drop manholes are provided on sewers in: a) hilly towns b) plain towns c) manholes are deep d) none of the above 50 / 50 50. In the above problem 151, using Manning's formula with n = 0.014 then the hydraulic gradient will be a) 1:200 b) 1:400 c) 1:800 d) 1:1000 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