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. The fastest mode of transport is a) air b) railway c) highway d) none of the above 2 / 50 2. Pick up the incorrect statement from the following a) In single-engine airplanes, the engine is provided in the nose of the aircraft b) In double-engine airplanes, one engine on either wing is placed symmetrically c) In three-engine airplanes, two engines are placed on both wings, and one engine is placed in the tail d) None of the above 3 / 50 3. A domestic airport is an airport that handles only a) Flight from a different country b) Flight within the same country c) Both A and B d) None of the above 4 / 50 4. Horizontal construction joints in concrete walls are generally provided at: a) soffit level b) window sill level c) floor level d) all of the above 5 / 50 5. A joint in the masonry normal to the face of the wall is called: a) wall joint b) bed joint c) cross joint d) bonded joint 6 / 50 6. Gypsum is added for: a) color b) strength c) controlling setting time d) none of the above 7 / 50 7. 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 8 / 50 8. PERT is: a) Activity-oriented b) Event-oriented c) Time-oriented d) Resources-oriented 9 / 50 9. If, for an activity, the optimistic time is 1 day, pessimistic time is 11 days, and the most likely time is 3 days, then the expected time is: a) 3 days b) 4 days c) 5 days d) 6 days 10 / 50 10. In PERT, optimistic time is: a) The minimum time in which any activity can possibly be accomplished b) The maximum time which an activity might require c) The time which has the highest probability of occurrence d) None of the above 11 / 50 11. Knots in timber are a) speckled strains b) signs of branches cut off c) defects caused by crushing fibers d) splits radiating from the center 12 / 50 12. The advantage of adding pozzolana to lime is a) to impart greater strength b) all of the above c) to reduce shrinkage d) to increase resistance to cracking 13 / 50 13. Sandstone contains mostly a) quartz and lime b) quartz, lime, and silica c) silica, aluminium, and lime d) igneous 14 / 50 14. Which of the following has the highest crushing strength a) limestone b) granite c) gneiss d) laterite 15 / 50 15. To prevent warping of the board,......are cleated at its back: a) Packing b) Wooden block c) Batten d) None of the above 16 / 50 16. The drawing for municipality is done at scale: a) 1" = 8' b) 1:50 c) 0.11111111111111 d) Both (a) and (c) 17 / 50 17. A plane other than horizontal and vertical, placed at any angle to the principal planes is: a) Reference plane b) Profile plane c) Auxiliary plane d) Defragmented plane 18 / 50 18. The necessary elements of the estimate are: a) Drawing b) Specification c) Rates d) All of the above 19 / 50 19. The minimum number of hinges provided in a door and window shutter should be a) 2 and 1 b) 2 and 2 c) 2 and 3 d) 3 and 2 20 / 50 20. Tender does not contain a) Notice b) Item of work c) Estimated cost d) Item rate 21 / 50 21. At highway stretches, the required overtaking sight distance can't be provided; it is necessary a) at least twice the stopping sight distance b) half the required overtaking sight distance c) one-third the required overtaking sight distance d) three times the stopping sight distance 22 / 50 22. Design capacity is also known as a) possible capacity b) practical capacity c) theoretical capacity d) basic capacity 23 / 50 23. Seal coat provides a) desired grade b) camber c) an impervious layer d) all the above 24 / 50 24. *Surface tension is the force a) per unit length b) per unit area c) per unit volume d) all of the above 25 / 50 25. The multiplying factor for converting one poise into MKS unit of dynamic viscosity is a) 1 b) 0.1 c) 0.001 d) 0.0001 26 / 50 26. A ideal fluid a) is frictionless and incompressible b) obey Newton's law of viscosity c) is similar to gas d) is very viscous 27 / 50 27. If the pressure is applied to the surface of a liquid, the liquid transmits the pressure equally in all directions is given by a) Pascal b) Newton c) Archimedes d) all of the above 28 / 50 28. *In a stone masonry-lined canal, the permissible velocity of water is a) 1 m/sec b) 2 m/sec c) 3 m/sec d) 4 m/sec 29 / 50 29. The degree of sinuosity is the ratio between a) meander length and meander width b) meander width and river bed width c) curved length and straight air length d) none of the above 30 / 50 30. If the top width is provided for the roadway, the resultant force for full reservoir condition will a) shift towards the heel b) shift towards the toe c) remain stationary d) none of the above 31 / 50 31. The variation of the bending moment in the segment of a beam where no external load is present is a) linear b) parabolic c) cubic d) rectangular 32 / 50 32. *The compression test is commonly used for testing a) ductile materials b) rubber c) brittle materials d) none of the above 33 / 50 33. *As the elastic limit reaches, tensile strain a) decreases more rapidly b) increases more rapidly c) decreases in proportion to the stress d) increases in proportion to the stress 34 / 50 34. *Strut is a a) horizontal member b) vertical member c) inclined member d) compression member 35 / 50 35. Find the maximum SF induced in a cantilever beam subjected to a point load of 10 KN and a length of the beam is 10 m. The load is located at a distance of 3 m from the free end a) 30 kN b) 7 kN c) 3 kN d) 10 kN 36 / 50 36. A clay deposit subjected to pressure in the past which is more than the present overburden pressure is known as a) Normally consolidated soil b) Overconsolidated soil c) Underconsolidated soil d) None of the above. 37 / 50 37. The effective stress in a soil is equal to a) Force per natural area b) Force per unit effective area c) Stress shared by the particles of the soil d) Stress shared by the pore water 38 / 50 38. The void ratio of soil is a) The ratio of voids to solids in volume b) The ratio of voids to gross volume c) The ratio of solids to voids in volume d) The ratio of solid volume to gross volume 39 / 50 39. * Angle of internal friction is minimum for: a) Angular grained loose soil b) Angular grained dense soil c) Round grained loose soil d) Clay 40 / 50 40. The difference between total pressure and pore water pressure is known as a) Major principal stress b) Minor principal stress c) Effective stress d) None of the above 41 / 50 41. In a simply supported slab, alternate bars are curtailed at a) 1/4th of the span b) 1/5th of the span c) 1/6th of the span d) 1/7th of the span 42 / 50 42. The main reason for placing the main bar at the top in the case of a cantilever slab is a) load at the top b) tension at the top c) all of the above d) compression at the top 43 / 50 43. Shear reinforcement in an RCC beam is used for a) bending moment b) shear force c) moment of resistance d) none of the above 44 / 50 44. In leveling across a hill, the level should be set up on a) the side of the hill b) its top c) both (a) and (b) above d) none of the above 45 / 50 45. The Normal chord of a curve should be a) less than sub chord b) equal to sub chord c) greater than sub chord d) all of the above 46 / 50 46. The "point of tangency" of a simple circular curve is a) point of commencement b) point of curve c) point of intersection d) the point where the curve joins the forward tangent 47 / 50 47. Which device warns that the liquid is above the pump level? a) High-level alarm b) Check valve c) Union d) Pump lift chain 48 / 50 48. Turbidity is measured on.......... a) standard silica scale b) standard cobalt scale c) diagonal scale d) none of the above 49 / 50 49. A wrong nominal internal diameter in mm for a cast iron (spun) pipe is a) 300 b) 400 c) 500 d) 550 50 / 50 50. Strainer type tube wells are considered unsuitable for a) coarse gravel b) fine sand strata c) clean gravels d) all 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