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. 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 2 / 50 2. The bearing of the runway at the threshold is 290°, the runway number is a) 70 b) 290 c) 29 d) 20 3 / 50 3. As per ICAO for determining the basic runway length, an aircraft should come to a stop within a) 50% of runway length b) 60% of runway length c) 70% of runway length d) 80% of runway length 4 / 50 4. Which sequence is correct with respect to the removal of formwork? a) Vertical face - horizontal force -inclined b) Vertical face - soffit of beam - soffit of slab c) Vertical face - soffit of slab - soffit of beam d) Horizontal force - vertical face 5 / 50 5. If you are asked to construct a massive dam, the type of cement you will use is: a) Ordinary Portland cement b) Rapid hardening cement c) Low heat cement d) Blast furnace slag cement 6 / 50 6. If the floor height of a building is 2.70 m and the riser is 15 cm, then calculate the number of tread required: a) 16 b) 17 c) 18 d) 19 7 / 50 7. The aggregate containing moisture in pores and having its surface dry is known as: a) moist aggregates b) very dry aggregates c) dry aggregates d) saturated surface dry aggregate 8 / 50 8. Gantt chart is used for: a) Scheduling a project b) Planning a project c) Implementation of a project d) None of the above 9 / 50 9. The activity which neither takes time nor cost for its completion but is logically required to start the succeeding activity is known as: a) Dummy activity b) Fictitious activity c) Redundant activity d) All of the above 10 / 50 10. A construction schedule is prepared after collecting: a) Number of operations b) Output of labor and machinery c) Quantity of various items d) All of the above 11 / 50 11. *What type of paint do you recommend in doors on the exterior wall of a building? a) oil distemper b) French polish c) varnish (Interior) d) enamel paint 12 / 50 12. *Le-Chatelier's apparatus is used to carry out a) consistency test b) soundness test c) compressive strength d) tensile strength 13 / 50 13. To which category do the bauxite bricks belong? a) neutral refractory brick b) acid refractory brick c) basic refractory brick d) all of the above 14 / 50 14. *Softening point test (x/y) for bitumen is done at a temperature of upper numeral indicates the softening temperature (x┬░C) while the lower numeral indicates a) viscosity b) softening point c) penetration d) flash point 15 / 50 15. For drawing large-size circles...... is attached to the compass (>150mm). a) Straight bar b) Bow compass c) Lengthening bar d) Divider 16 / 50 16. As-built drawing is normally constructed...... the construction a) Before construction b) Simultaneously with construction c) After construction d) All of the above 17 / 50 17. The purpose of making the drawing board with seasoned softwood: a) Easy to carry b) For fixing of drawing paper with the help of drawing pin c) To match with T-square d) All of the above 18 / 50 18. The capacity of a flushing cistern is normally a) 12 to 15 litres b) 20 to 25 litres c) 30 to 40 litres d) 1 to 5 litres 19 / 50 19. Approximate weight of 1 cubic meter of sand is a) 800 kg b) 1600 kg c) 2400 kg d) 3200 kg 20 / 50 20. In the case of laying gullies, intercepting traps, the cost includes: a) Setting and laying b) Bed concreting c) Connection to drains d) All of the above 21 / 50 21. The types of transition curves generally used in hill road is a) spiral b) circular c) parabolic d) lemniscate 22 / 50 22. Sheep foot roller is used for a) compaction of soil b) stabilization c) excavation d) sprayer 23 / 50 23. The drains constructed on the up slope of hillsides are known as a) cross drains b) under drains c) catch water drains d) side drains 24 / 50 24. *The float method is used to measure a) the discharge in an open channel b) the velocity in an open channel c) discharge open in an open channel d) all of the above 25 / 50 25. If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of channels is made by comparing a) Reynold number b) Froude number c) Weber number d) Mach number 26 / 50 26. Liquids or fluids a) have no shape b) cannot be compressed c) both (a) and (b) of above d) none of the above 27 / 50 27. If the fluid particles move in straight lines and all the lines are parallel to the surface, the flow is called a) steady b) uniform c) compressible d) laminar 28 / 50 28. *The phenomenon of salts coming up in solution and forming a layer of crust on the surface after the evaporation of water is known as a) reclamation b) leaching c) efflorescence d) salinity 29 / 50 29. The portion of the reservoir normally not utilized is: a) dead storage b) useful storage c) bank storage d) valley storage 30 / 50 30. *Site of the head works is good when a) it is situated on a river bend b) it is close to the irrigated area c) good foundation is available for the structure d) both B and C above 31 / 50 31. *Which of the following gives Modulus of Elasticity a) the ratio of linear stress to linear strain b) the ratio of shear stress to shear strain c) the ratio of lateral strain to longitudinal strain d) the ratio of the normal stress 32 / 50 32. *Dead load of a member is the a) one that remains constant b) one that occurs due to the dead body c) one that comes all of a sudden d) one that comes due to the self-weight of the object 33 / 50 33. Centrifugal force acts away from the center of the path while centripetal force a) does not act b) away from the center of the path c) towards the center of the path d) all of the above 34 / 50 34. The point of contraflexure occurs in a beam a) cantilevers only b) simply supported only c) overhanging only d) all of the above 35 / 50 35. *The variation of the bending moment in the segment of a beam where the load is uniformly distributed is a) linear b) parabolic c) cubic d) rectangular 36 / 50 36. The strength of a soil is generally identified by a) Direct tensile stress b) Net stress c) Ultimate shear stress d) Direct ultimate compressive stress 37 / 50 37. If in a partially saturated soil, the degree of saturation is 40%, then the air content of the soil is a) 40% b) 50% c) 60% d) 70% 38 / 50 38. If the volume of voids is equal to the volume of solids in a soil, then the values of porosity and voids ratio respectively are a) 1.0 and 0 b) 0 and 1 c) 0.5 and 1 d) 1 and 0.5 39 / 50 39. Agent of transportation for alluvial soils is a) Water b) Gravity c) Wind d) Ice 40 / 50 40. Westergaard's theory is more appropriate for a) layered soils b) homogeneous deposits c) anisotropic soils d) normally consolidated homogeneous soils 41 / 50 41. In a column, the minimum cover provided at the end of reinforcement is a) 10 mm b) 25 mm or 2 θ of bar, whichever is greater c) 40 mm or greater than the diameter of the bar d) at least θ of the bar 42 / 50 42. A beam curved in plan is designed for a) bending moment and shear b) bending moment and torsion c) shear and torsion d) bending moment, shear, and torsion 43 / 50 43. The entrapped air in concrete a) increases workability b) decreases workability c) increases strength d) none of the above 44 / 50 44. The scale used to measure and to set out the angles is a) diagonal scale b) comparative scale c) vernier scale d) scale of chords 45 / 50 45. In a traverse, the algebraic sum of the deflection angles, taking the right-hand deflection angles as positive and left-hand deflection as negative, should be equal to a) (N-4) right angles b) (2N-4) right angles c) 180° d) 360° 46 / 50 46. A benchmark (BM) is a a) point of known elevation b) reference point c) the first station d) the last station 47 / 50 47. A circular section for a sewer is preferred only up to a diameter of: a) 10 cm b) 20 cm c) 30 cm d) 60 cm 48 / 50 48. When the limiting non-scouring velocity is 5 m/sec, the type of sewer generally used is: a) stone ware sewer b) cast iron sewer c) brick sewer d) glazed brick sewer 49 / 50 49. The hourly variation factor is generally taken a) 1.2 b) 1.5 c) 1.8 d) 2.3 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. 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