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. In FY 2072/73, various accidents occurred, and there was a heavy loss of lives in Nepal. Among the various airports, which of the following is the most dangerous in Nepal? a) Suketar airport, Taplejung b) Tenjing-Hilleri airport, Solukhumbu c) Lukla airport, Jumla d) Jomsom airport, Mustang 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. Pick up the correct abbreviation from the following: a) I.L.S (Instrument Landing System) b) L.O.M. (Low Powered Outer Marker) c) L.M.M. (Low Powered Middle Marker) d) All of the above 4 / 50 4. Separation of coarse aggregates from mortar during transportation is known as: a) Bleeding b) Creeping c) Segregation d) Flooding 5 / 50 5. The alignment of a cross joint along the plumb line is: a) bedrock b) perpend c) lintel d) none of the above 6 / 50 6. The allowable clay silt in sand for mortar is: a) 4 to 6% b) 6 to 8% c) 8 to 10% d) 10 to 14% 7 / 50 7. Bringing the floor to a true level surface by means of screeds is known as: a) Topping b) Bedding c) Screeding d) None of the above 8 / 50 8. Assuming that the cost varies with time, the cost-slope is defined as: a) Crash cost - Normal cost / Crash time b) Crash cost - Normal cost / Normal time c) Crash cost - Normal cost / Normal time - Crash time d) None of the above 9 / 50 9. PERT technique of network analysis is useful for: a) Small projects b) Large projects c) Research and development projects d) All of the above 10 / 50 10. The occurrence of the completion of an activity is called its: a) Head event b) Tail event c) Dual-role event d) All of the above 11 / 50 11. Basalt (TBE-GPI) is a a) extrusive igneous rock b) intrusive igneous rock c) sedimentary rock d) metamorphic rock 12 / 50 12. *Porcelain is used as a) storage vessels b) hard wares c) sanitary wares d) soft wares 13 / 50 13. *Color of granite is a) brown b) green c) grey or pink d) all of the above 14 / 50 14. The vehicle used in the case of enamel paints is a) varnish b) linseed oil c) water d) all of the above 15 / 50 15. The polyhedra having a plane figure for its base and an equal number of isosceles triangular faces meeting at a point is called a: a) Prism b) Pyramid c) Cylinder d) Cone 16 / 50 16. Freehand sketch is normally used for: a) Concept b) Final c) Discussion d) None of the above 17 / 50 17. The symbol indicates: a) Bamboo b) Mango c) Blackberry d) Tree 18 / 50 18. For small residential buildings, the cost installation and electrification are made as: a) Detailed estimate based on service drawing b) Based on plinth area c) Based on weight age of total civil costs d) Based on cubic content of the building 19 / 50 19. The quantity of work of any item which is the output of a skilled labor in a day is known as a) Basic work b) Daily work c) Target work d) Task work 20 / 50 20. When additional works are added to the original works, the estimate is called: a) Plinth area estimate b) Surface area estimate c) Cubical content estimate d) Supplementary estimate 21 / 50 21. Traffic density depends upon the a) width of the vehicle b) length of the vehicle c) speed of the vehicle d) height of the vehicle 22 / 50 22. On the pavement with parabolic camber, the angle of inclination of vehicles will be a) more at the edges b) less at the edges c) more at the crown d) all of the above 23 / 50 23. Maximum amount of super elevation should not be greater than a) 2% b) 3% c) 5% d) 7% 24 / 50 24. *The condition for the maximum velocity and discharge is given by (closed flow) a) 0.81D & 0.95D b) 0.82D & 0.94D c) 0.83D & 0.93D d) 0.84D & 0.92D 25 / 50 25. Open channel flow is a) one in which the liquid is flowing in a conduit and has a free surface b) one in which the liquid is flowing in a closed conduit running full c) a covered channel running full d) one in which the liquid is flowing in a conduit under pressure 26 / 50 26. A steady uniform flow is through a a) long pipe at decreasing rate b) long pipe at constant rate c) long pipe at increasing rate d) none of the above 27 / 50 27. *If the volume of a liquid weighing 2400 kg is 3 cubic meters, then 0.8 is its: a) specific weight b) specific mass c) specific gravity d) none of the above 28 / 50 28. Crop water is proportional to a) evapo-transpiration b) effective rainfall c) seepage of water d) all of the above 29 / 50 29. As compared to the crest of the normal portion of the weir, the crest of the undersluice portion of the weir is kept at a) higher level b) same level c) lower level d) all of the above 30 / 50 30. For a flood control reservoir, the effective storage is equal to a) useful storage - valley storage + surcharge storage b) useful storage + valley storage + surcharge storage c) useful storage + surcharge storage d) useful storage - valley storage 31 / 50 31. Point of contraflexure is a point where bending moment a) minimum b) maximum c) zero d) changes sign 32 / 50 32. The effective length of a column effectively held in position and restrained in direction at one end will be a) 1l b) 1.5 l c) 2 l d) 3 l 33 / 50 33. An isotropic material has a) elastic mass b) homogeneous mass c) elastoplastic mass d) none of the above 34 / 50 34. *Stress may be defined as force a) volume b) length c) area 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. Agent of transportation for alluvial soils is a) Water b) Gravity c) Wind d) Ice 37 / 50 37. Three phase diagram of soil represents a) Solids, pebbles, and clay b) Dust, fine sand, and coarse sand c) Solids, water, and air d) Solid volume and mass 38 / 50 38. Consolidation test of a soil sample is carried out to determine: a) The void ratio in soil b) The decrease in the total volume c) The liquid limit of soil d) The plastic limit of soil 39 / 50 39. When a static load is applied, the consolidation is fast in the case of a) Clays b) Silty clays c) Sandy silts d) Sands 40 / 50 40. The saturated density of soil can be expressed as a) Weight of soil in water to its volume b) Weight of soil minus weight of equivalent water to volume of soil c) Weight of soil less weight of water in voids to the volume of solids plus voids in the soil d) Unit weight of saturated soil 41 / 50 41. As per IS: 456, the column is considered as a short column if its slenderness ratio is more than a) 10 b) 15 c) 18 d) 24 42 / 50 42. The slab built integrally with the supporting columns without any beams is a) flat slab b) one-way slab c) two-way slab d) continuous slab 43 / 50 43. The moment of resistance of an under-reinforced section is computed on the basis of a) compressive force developed in concrete b) tensile force developed in steel c) both of the above d) none of the above 44 / 50 44. In a closed traverse, the closing error should not be more than (where N is the no. of sides of the traverse) a) N x least count of the instrument b) √N x least count of the instrument c) 1/N x least count of the instrument d) 1/√N x least count of the instrument 45 / 50 45. The magnetic bearing of a line is 60°, and the true bearing of the same line is 70°. Find the declination a) 10°E b) 10°W c) 0° d) none of the above 46 / 50 46. An offset scale always has the zero mark at a) middle b) end c) either middle or at the end d) none 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. The most dangerous metal for human health is a) zinc b) copper c) lead d) iron 49 / 50 49. Which traps have curved legs? a) P-Trap b) Q-Trap c) gully trap d) S-Trap 50 / 50 50. Grit obtained in a grit chamber is used for: a) as a manure b) as a soil conditioner c) as a coarse aggregate d) as a substitute for sand 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