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. If the width of the approach area near the runway end is 150 m, the width of the approach area at a distance of 3 kilometers from the runway end will be a) 1500 m b) 1200 m c) 1000 m d) 800 m 2 / 50 2. The bearing of the 1st end of the straight runway is 90°. Find the runway number of the 1st end a) 3 b) 9 c) 18 d) 27 3 / 50 3. The bearing of the runway at the threshold is 290°, the runway number is a) 70 b) 290 c) 29 d) 20 4 / 50 4. The roof covering preferred for a large span is: a) Flat roof b) Sloppy c) Domes d) Conical 5 / 50 5. The increased cohesiveness of concrete makes it: a) Less liable to segregation b) More liable to segregation c) More liable to bleeding d) More liable for surface scaling in frosty weather 6 / 50 6. In Nepal, the generally used method of bond in masonry wall of brickwork is: a) english bond b) flemish bond c) stretcher bond d) header bond 7 / 50 7. Gypsum is a: a) Slow-setting material b) Quick-setting material c) Setting agent d) Heat-resisting material 8 / 50 8. What are the key dates of a standard contracting procedure for a project? a) Call for bidding and contract award b) Call for bidding, bid submission, and bid evaluation c) call for bidding, bid submission, bid evaluation and contract award d) call for bidding, bid submission and contract award 9 / 50 9. An event is: a) A definite job b) A definite time interval c) The terminals of an activity d) A definite position of an activity 10 / 50 10. Total float for any activity is defined as the difference between: a) Its latest finish time and earliest start time for its successor activity b) Its latest start time and earliest start time c) Its latest start time and earliest finish time d) Its earliest finish time and earliest start time for its successor activity 11 / 50 11. Pegmatite is an example of a) sedimentary rock b) extrusive igneous rock c) intrusive igneous rock d) igneous rock 12 / 50 12. Muller is concerned with a) ground the base of paint b) cohesion & adhesion c) preparation of paint d) all of the above 13 / 50 13. Smith test is performed on stones for determining a) specific gravity b) hardness c) water absorption d) soluble and clayey water 14 / 50 14. Identify the geological classification of rocks a) calcareous, argillaceous, and silicious b) organic, semi-organic, and inorganic c) igneous, sedimentary, and metamorphic d) stratified, unstratified, and foliated 15 / 50 15. All the axonometric projections are a single-plane... projection. a) Orthographic b) Perspective c) Isometric d) Oblique 16 / 50 16. In a topographic drawing, the symbols while artificial works are drawn by: a) Free hand b) Mechanically c) Both (a) and (b) of above d) None of the above 17 / 50 17. When only one drawing is to be made, then its position should be: a) Left side of paper b) Right side of paper c) Upper side of paper d) Centre of paper 18 / 50 18. Estimate is a) the actual cost of construction of a structure b) the probable cost arrived at before the commencement of the structure c) a random guess of the cost of the structure d) none of the above 19 / 50 19. A document showing the list of quantity of various items of works required for the completion of any project is known as a) Schedule of quantity b) Schedule of rates c) Analysis of rate d) Abstract estimate 20 / 50 20. Work-charged establishment a) 1.50% b) 2.50% c) 3.50% d) 5% 21 / 50 21. In highway construction, rolling starts from a) edges towards the center with an overlap of minimum 30 cm b) center towards the edges c) from one edge to another edge d) from the edge to the center 22 / 50 22. Information signs have the shape: a) triangular b) rectangular c) circular d) all of the above 23 / 50 23. An ideal transition curve is the one whose length is a) constant b) directly proportional to the radius c) inversely proportional to the radius d) inversely proportional to the radius of the main curve 24 / 50 24. The profile of rising water on the upstream side of the dam is called a) back water curve b) forwater curve c) normal water curve d) all of the above 25 / 50 25. The pressure difference between inside and outside of a droplet of water is given by (Where σ is surface tension and d is the diameter of the droplet.) a) 2σ/d b) 4σ/d c) 6σ/d d) 8σ/d 26 / 50 26. The Manning's formula for flow in an open channel is given by a) v = n R^2/3 S^1/2 b) none of the above c) v = 1/n R^2/3 S^1/2 d) v = 1/n R^1/2 S^2/3 27 / 50 27. *The phenomenon occurring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream, causing a distinct rise of the liquid surface, is a) water hammer b) hydraulic jump c) critical discharge d) all of the above 28 / 50 28. A divide wall is provided a) parallel to the axis of weir and upstream of it b) perpendicular to the axis of weir c) at right angle to the axis of weir d) none of the above 29 / 50 29. *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 30 / 50 30. When the discharge of a well decreases by the design amount, then this type of well is called a) damage well b) rough well c) less capacity well d) sick well 31 / 50 31. If a material has identical properties in all directions, it is said to be a) homogeneous b) isotropic c) elastic d) orthotropic 32 / 50 32. Buckling load for a given column depends upon a) length of the column only b) least lateral dimension only c) both length and least lateral dimension d) none of the above 33 / 50 33. An isotropic material has a) elastic mass b) homogeneous mass c) elastoplastic mass d) none of the above 34 / 50 34. The number of points of contraflexture in a simply supported beam carrying udl is a) 1 b) 2 c) 3 35 / 50 35. *Determinate beam can be analyzed with the help of a) two equations of statics b) three equations of statics c) four equations of statics d) five equations of statics 36 / 50 36. 'Drift' is the material picked up, mixed, disintegrated, transported, and repositioned by a) Wind b) Gravitational force c) Glacier water d) All of the above 37 / 50 37. A foundation may be classified as shallow if: a) Depth is less than 6 m b) Depth is less than its width c) Depth is less than 1 m d) None of the above 38 / 50 38. The thickness of adsorbed layers of soil is measured in a) Angstroms b) cm c) mm d) Micron 39 / 50 39. 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 40 / 50 40. The rise of the water table below the foundation influences the bearing capacity of soil mainly by reducing: a) Effective angle of shearing resistance b) Cohesion and effective unit weight of soil c) Effective unit weight of soil and effective angle of shearing resistance d) Cohesion and effective angle of shearing resistance 41 / 50 41. The ratio of ultimate strength to working stress is a) distribution factor b) load factor c) safety factor d) shape factor 42 / 50 42. Placing of concrete should preferably be done at a temperature of a) 10°C b) 20°C c) 27±2°C d) 32°C 43 / 50 43. The amount of reinforcement for main bars in a slab is based upon a) minimum bending moment b) maximum bending moment c) minimum shear stress d) maximum shear force 44 / 50 44. If S is the value of one smallest division on the main scale, v is the value of one smallest division on the vernier, and n is the number of divisions on the vernier, then the least count is given by a) s/n b) s/n-1 c) (s+1)/n d) (c - 1)s/n 45 / 50 45. When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be: a) 74° b) 45° c) 115° d) 156° 46 / 50 46. 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 47 / 50 47. Gravity conduits a) carry water under gravity b) follow the hydraulic gradient line c) are carried through tunnels in deep cutting d) all of the above 48 / 50 48. If 10 ml of raw sewage is diluted to 250 ml, the dilution factor is: a) 24 b) 25 c) 1/25 d) none of the above 49 / 50 49. An advantage of the intermittent system of the water supply system: a) Repairs can be carried out during non-supply hours b) Chances of wastage of water are less c) Less quantity of water is used d) All of the above 50 / 50 50. Inverted siphon is made of: a) one pipe b) two pipes c) three pipes d) four pipes Please provide accurate information so we can send your Achievement Certificate by mail. 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