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. Runway surface strength of TIA is a) 34 F/A/W/T b) 44 F/A/W/T c) 54 F/A/W/T d) 64 F/A/W/T 2 / 50 2. The number of traverse rows of light in the approach lighting near the threshold (As per Calvert & ICAO) is a) 6 & 28 b) 28 & 6 c) 29 & 21 d) 21 & 29 3 / 50 3. The mode of transport which can't be used in foggy weather is a) air b) water c) highway d) pedestrian 4 / 50 4. The method of damp proofing in which a layer of water repellent substance is provided between the source of dampness and part of the structure, adjacent to it is known as: a) membrane damp proof b) integral damp proof c) guiniting d) surface treatment 5 / 50 5. The bricks having one or two edges rounded for use in curved corners are called: a) round nose b) bull nose c) cow nose d) buffalo nose 6 / 50 6. The alignment of a cross joint along the plumb line is: a) bedrock b) perpend c) lintel d) none of the above 7 / 50 7. Coarse-grained soil contains material bulk density, half of which is larger than? a) 600 micron b) 300 micron c) 150 micron d) 75 micron 8 / 50 8. 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 9 / 50 9. Probability factor in PERT is given by: a) (Scheduled time - Earliest expected time) / Standard deviation b) (Scheduled time - Latest allowable time) / Standard deviation c) (Latest allowable time - Scheduled time) / Standard deviation d) (Latest allowable time - Earliest expected time) / Variance 10 / 50 10. In CPM method, the earliest finish is indicated by time on: a) Top right, outside the circle, in a triangle b) Top right, outside the circle, in a rectangle c) Both of the above d) None of the above 11 / 50 11. The ordinary cement used in general construction is: a) rapid hardening cement b) Portland cement c) high alumina cement d) pozzolanic cement 12 / 50 12. The types of cement used for patch works of pavement are a) OPC b) expansive c) PPC d) RHPC 13 / 50 13. *In one day, the height of brick masonry construction should generally not exceed a) 1m b) 1.5m c) 2.5m d) 3m 14 / 50 14. The insoluble residues in good cement should be a) between 4 and 8% b) less than 8% c) between 8 and 10% d) less than 1.5% 15 / 50 15. The main purpose of the leader line is: a) Show dimension b) Connect a note with the feature c) To show beauty d) To show hatch 16 / 50 16. The techniques for free-hand sketch to drawing a straight line is: a) Fixing two end points b) Fixing length of the line c) Fixing the center of the line d) All of the above 17 / 50 17. The isometric length of the edge of the cube is obtained by: a) Adding 0.815 in the actual length b) Dividing the actual length by 0.815 c) Multiplying the actual length by 0.815 d) None of the above 18 / 50 18. Which one information is not found in specification? a) Nature of works b) Quality of materials c) Types of workmanship d) Dimension 19 / 50 19. The thickness of slabs and beams must be measured to the nearest a) 0.001 m b) 0.005 m c) 0.01 m d) 0.05 m 20 / 50 20. The unit of payment for fixing of glass panes or cleaning is in a) kg b) number c) sq m d) cu m 21 / 50 21. If the cross slope of the terrain is more than 60%, it is classified as a) plain b) rolling c) mountains d) steep 22 / 50 22. The minimum longitudinal gradient of the road required is: a) 0.50% b) 1.00% c) 1.50% d) 2.00% 23 / 50 23. A road sign indicating parking for four vehicles is a) warning sign b) prohibitory sign c) mandatory sign d) informatory sign 24 / 50 24. The hydrostatic force exerted by 2 m deep water on the gate downstream is equal to a) 40 kN b) 10 kN c) 20 kN d) 30 kN 25 / 50 25. *The rate of flow through a venturimeter varies as a) H^1/2 b) H^3/2 c) H^4/2 d) H^5/2 26 / 50 26. 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 27 / 50 27. *Hydraulic gradient line (except siphon) a) remains above the centerline of the conduit b) remains below the centerline of the conduit c) remains parallel to the centerline of the conduit d) may be above or below the centerline of the conduit 28 / 50 28. An impervious wall inside an earthen dam to reduce seepage is known as a) core wall b) diaphragm wall c) pug wall d) all of the above 29 / 50 29. A fall in a canal bed is generally provided if a) the ground slope exceeds the designed bed slope b) the designed bed slope exceeds the ground slope c) the ground slope is practically the same as the designed bed slope d) none of the above 30 / 50 30. A spoil bank is formed when a) the canal has a steep bed slope b) the volume of excavation is in excess of the embankment filling c) the canal section is too large d) the canal alignment is meandrous 31 / 50 31. Strain energy of a member may be defined as work done on it a) to deform it b) to resist elongation c) to resist shortening d) all of the above 32 / 50 32. *The shear force and bending moment are related by a) V = M/Z b) V = MY/I c) V = dM/dx d) V = Mdx 33 / 50 33. The shear force on a beam and the displacement are related by a) V = EI(d^2y/dx^2) b) V = EI(d^3y/dx^2) c) V = EI(d^3y/dx^3) d) none of the above 34 / 50 34. The maximum deflection in a cantilever beam carrying a concentrated load 'w' at the free end is (Where L is span of bean, W is total load and EI is flexural rigidity) a) WL^3 / 8EI b) WL^2 / 5EI c) WL^3 / 3EI d) 3WL^3 / 2EI 35 / 50 35. The difference in ordinate of the shear force between any two sections is equal to the area under a) shear curve between these two sections b) load curve between these two sections c) bending moment curve between these two sections d) load curve between these two sections plus concentrated load applied between the sections 36 / 50 36. The slope of the flow curve obtained in the liquid limit test is called a) Liquidity index b) Plasticity index c) Toughness index d) Flow index 37 / 50 37. The factor of safety of slopes is defined as: a) FS= Total stress / Effective stress b) FS= Shear strength / Shear stress c) FS= Overturning moment / Resisting moment d) FS= Shear stress / Normal stress 38 / 50 38. The bearing capacity of a weak soil may be improved by: a) Increasing the depth of the foundation b) Compacting the soil by ramming c) Removing the poor soil and filling the gap with sand, gravel, etc. d) All of the above 39 / 50 39. The shear strength of a soil is a) Directly proportional to the cohesion of soil b) Directly proportional to the angle of friction of the soil c) Directly proportional to the normal stress d) All of the above 40 / 50 40. The structure that derives its stability due to self-weight is: a) Sheet pile wall b) Bulkhead c) Cantilever retaining wall d) Masonry retaining wall 41 / 50 41. For bars in tension, a standard hook has an anchorage value equivalent to a straight length of a) 8θ b) 12θ c) 16θ d) 20θ 42 / 50 42. The thickened part of a flat slab over its supporting column is technically known as a) capital b) drop panel c) column head d) none of the above 43 / 50 43. The ratio of ultimate strength to working stress is a) distribution factor b) load factor c) safety factor d) shape factor 44 / 50 44. The method of tacheometry in which the observation is made with stadia wires with a variable interval is known as a) movable hair method b) fixed hair method c) tangential hair method d) substense hair method 45 / 50 45. Which one of the following may not be classified as a natural error? a) variation in magnetic declination b) local attraction c) sluggish needle d) irregular variation 46 / 50 46. During chaining along a straight line, the leader of the survey party has three arrows, and while the follower has five arrows. The distance of the follower from the starting point will be a) three chains b) four chains c) five chains d) none of the above 47 / 50 47. Physical characteristics of sewage include: a) Turbidity b) Color c) Odor d) All of the above 48 / 50 48. Most commonly used section in the grade aqueduct is a) circular b) rectangular c) parabolic d) all of the above 49 / 50 49. Abbreviation which is correct? a) TOC (Total Organic Carbon) b) ThOD (Theoretical Oxygen Demand) c) TOD (Total Oxygen Demand) d) all of the above 50 / 50 50. Which type of distribution system will you follow if the reduced level of the source of water is 100 m while the reduced level of the town is 50 m? a) gravity system b) pumping system c) dual system d) none 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