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. 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 2 / 50 2. The angle formed by the longitudinal axis of the fuselage and the direction of movement of the nose gear a) Pitch angle b) Cockpit cutoff angle c) Castor angle d) Horizontal angle 3 / 50 3. In question 58 along with RL100 m, If the temperature at the airport site is 20°C then find the Runway length a) 640 m b) 645 m c) 650 m d) 600 m 4 / 50 4. The expansion of Portland cement is indicated by its soundness. It can be tested by: a) Le Chatelier's apparatus b) Vicat's needle c) Specific surface air permeability method d) Normal consistency 5 / 50 5. The specifications of a cement bag for storage are: a) Weight 50 kg b) Height 18 cm c) Plan area 3000 sq. cm d) All of the above 6 / 50 6. A small window in which shutters are allowed to swing around pivots fixed to the window frame is: a) Pivoted window b) Fixed window c) Sliding window d) Bay window 7 / 50 7. The risk of segregation is more for: a) wet mix b) coarse grading c) larger proportion of maximum size aggregate d) all of the above 8 / 50 8. CPM adopts: a) Deterministic approach b) Probabilistic approach c) Fantastic approach d) All of the above 9 / 50 9. Choose the most correct statement from the following: a) Muster Roll is a document showing the payment record of workers b) Daywork is a means by which a contractor is paid for specifically instructed work-cost of labor, materials, and plant c) As per PPA/PPR, the bid security shall be 15% if the bid is 33% below. d) Expression of interest is a call for a financial proposal from contractors 10 / 50 10. Residential buildings are treated as: a) Light construction b) Heavy construction c) Industrial construction d) None of the above 11 / 50 11. *Shingle is a) decomposed laterite b) crushed granite c) water-bound pebbles d) air weathered rock 12 / 50 12. The strength of cement is reduced by.......after 6 months a) 20% b) 30% c) 40% d) 50% 13 / 50 13. *In paints, the pigment is responsible for: a) durability b) smoothness c) color d) gray face 14 / 50 14. The rocks which are formed due to the cooling of magma at a considerable depth from the earth's surface are called a) Hypabyssal rocks b) Volcanic rocks c) Plutonic rocks d) Igneous rocks 15 / 50 15. Find the RF for scale 1cm = 25 km: a) 1/250 b) Jan-00 c) 1/25000 d) 1/2500000 16 / 50 16. In isometric view, a circle is seen as: a) A parabola b) A hyperbola c) A cone d) An ellipse 17 / 50 17. Which line type is thick and black? a) Visible line b) Centre line c) Construction line d) All of the above 18 / 50 18. Specification deals with: a) Quantity of materials b) Quantity of materials with procedures c) Quality of material, measurement system & working procedures d) Quality of material with compact condition located in the heart of the city 19 / 50 19. Full payment of the contractor is done a) After agreement b) After construction c) After maintenance d) All of the above 20 / 50 20. According to ISI method of measurement, the order is in the sequence a) Length, breadth & height b) Breadth, length & height c) Height, length & breadth d) All of the above 21 / 50 21. The length of the ring road around Kathmandu Valley is a) 27 km b) 29 km c) 29.5 km d) 30 km 22 / 50 22. The width formation of a road means the width of: a) carriageway b) pavement and shoulders c) embankment at ground level d) embankment at the top level 23 / 50 23. The maximum super elevation on a hill road should not exceed: a) 5% b) 7% c) 8% d) 10% 24 / 50 24. *A pitot tube is used to measure a) pressure b) different in pressure c) velocity of flow d) none of the above 25 / 50 25. *Cipolleti weir is a a) rectangular weir whose length is kept 3 times the height of the water above the sill b) triangular weir, whose notch angle is 90° c) trapezoidal weir, whose sides slope 1 horizontal to 4 verticals d) a combination of rectangular and triangular weirs 26 / 50 26. The minimum head loss will occur in a) orifice meter b) venturimeter c) nozzle meter d) none of the above 27 / 50 27. *Surface float is used to measure a) pressure b) difference in pressure c) viscosity of flow d) none of the above 28 / 50 28. For standing crops in undulating sandy fields, the best method of irrigation is a) free flooding b) check flooding c) sprinkler irrigation d) furrow method 29 / 50 29. *Diversion headwork is constructed to a) lower water level in the river b) regulate the intake of water into the canal c) regulate silt entry into the canal d) all of the above 30 / 50 30. *Borrow pits are preferably located in the field a) on both sides of the canal b) in the central half section of the canal c) on the left side of the canal d) on the right side of the canal 31 / 50 31. *Maximum bending moment occurs where a) shear force is maximum b) shear force is less than one c) shear force changes sign d) deflection is zero 32 / 50 32. The expression EI(d^4y/dx^4) at any section for a beam is equal to a) load intensity at the section b) shear force at the section c) BM at the section d) slope of the section 33 / 50 33. *The unit failure stress is taken as : a) rupture stress b) ultimate stress c) failure stress d) fracture stress 34 / 50 34. A section of a beam is said to be in pure bending if it is subjected to a) constant bending moment and constant shear force b) constant bending moment and zero shear force c) constant shear force and zero bending moment d) none of the above 35 / 50 35. The strain energy stored by a member when strained within the elastic limit is known as a) resilience b) proof resilience c) potential strain d) none of the above 36 / 50 36. The neutral stress in a soil mass is a) Force per neutral area b) Force per unit effective area of the soil c) Stress shared by the particles of the soil d) Stress shared by the pore water 37 / 50 37. The reduction factor to the bearing capacity of soil due to the water table at a depth equal to half of the width of the footing below the footing is: a) 0.25 b) 0.50 c) 0.75 d) 1.00 38 / 50 38. Silts have the following property a) Plasticity b) Limited plasticity c) Limited or no plasticity d) Elasticity 39 / 50 39. In the modified Proctor test, the drop height of the rammer is a) 30cm b) 45cm c) 60cm d) 75cm 40 / 50 40. Rise of water table in cohesionless soils up to the ground surface reduces the net ultimate bearing capacity approximately by: a) 90% b) 80% c) 50% d) 40% 41 / 50 41. The entrapped air in concrete a) increases workability b) decreases workability c) increases strength d) none of the above 42 / 50 42. Addition of sugar in concrete results in a) increase in setting time by about 1 hr b) increase in setting time by about 4 hr c) decrease in setting time by about 1 hr d) decrease in setting time by about 4 hr 43 / 50 43. Dimensions of a beam need to be changed if the shear stress is more than a) 10 kg/cm² b) 15 kg/cm² c) 20 kg/cm² d) 25 kg/cm² 44 / 50 44. The triangle formed by joining the position of the known points on plane table survey is known as: a) small triangle b) medium triangle c) great triangle d) equilateral triangle 45 / 50 45. Azimuth and altitude of a star a) are constant b) vary due to diurnal motion c) azimuth is constant but altitude is not constant d) none of the above 46 / 50 46. The Q.B of the lines are given by...., ...., & ..... If W.C.B. of the lines are 0°, 135°, 270° respectively a) S, S45°E, E90° b) N, N45°W, E90° c) N, S45°E, E90° d) N, S45°E, W90° 47 / 50 47. 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 48 / 50 48. 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 49 / 50 49. In water analysis, the test carried out is a) physical b) chemical c) biological d) all of the above 50 / 50 50. The gradient to be provided for sewers depends upon: a) the diameter of the sewer b) the discharge c) sewer pipe material 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