

MCQOPTIONS
This section includes 5814 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
1. |
The performance of a specific task in CPM, is known |
A. | Dummy |
B. | Event |
C. | Activity |
D. | Contract. |
Answer» D. Contract. | |
2. |
A Milestone chart |
A. | shows the interdependencies of various jobs |
B. | depicts the delay of jobs, if any |
C. | points outgoing ahead of schedule of jobs, if any |
D. | none of these. |
Answer» E. | |
3. |
Which one of the following frequency regions is a part of sun's radiation? |
A. | Ultraviolet frequency region |
B. | Visible frequency region |
C. | Infrared frequency region |
D. | Radio frequency region |
E. | All of these |
Answer» F. | |
4. |
Coherence of two electromagnetic waves takes place if their phase difference is : |
A. | constant in time |
B. | constant in space |
C. | constant in time and space |
D. | None of these |
Answer» D. None of these | |
5. |
The part radiation due to scattered/diffused radiation entering the field of view of a remote sensor other than that from the required target, |
A. | reduces the contrast of the image and also its sharpness |
B. | increases the contrast of the image but reduces the sharpness |
C. | increases both the contrast and sharpness |
D. | reduces the contrast but increases the sharpness |
Answer» B. increases the contrast of the image but reduces the sharpness | |
6. |
The instruments which provide electromagnetic radiation of specified wave length or a band of wave lengths to illuminate the earth surface, are called : |
A. | sensonrs |
B. | passive sensors |
C. | active sensors |
D. | None of these |
Answer» D. None of these | |
7. |
A dummy activity |
A. | is artificially introduced |
B. | is represented by a dotted line |
C. | does not consume time |
D. | all the above. |
Answer» E. | |
8. |
If to, tp and tm are the optimistic, pessimistic and most likely time estimates of an activity respectively, the expected time t of the activity will be |
A. | <img src="/_files/images/civil-engineering/construction-management/73-19-68-1.png"> |
B. | <img src="/_files/images/civil-engineering/construction-management/73-19-68-2.png"> |
C. | <img src="/_files/images/civil-engineering/construction-management/73-19-68-3.png"> |
D. | <img src="/_files/images/civil-engineering/construction-management/73-19-68-4.png"> |
E. | <img src="/_files/images/civil-engineering/construction-management/73-19-68-5.png"> |
Answer» F. | |
9. |
In the given figure, the network of a project represents |
A. | activity of an excavation of a footing |
B. | activity of an excavation which starts at event No. 1 and ends at even No. 2 |
C. | activity of excavation which takes 8 units of time |
D. | none of these. |
Answer» D. none of these. | |
10. |
Final technical authority of a project lies with |
A. | Assistant Engineer |
B. | Executive Engineer |
C. | Superintending Engineer |
D. | Chief Engineer. |
Answer» E. | |
11. |
Various activities of a project, are shown on bar charts by |
A. | vertical lines |
B. | horizontal lines |
C. | dots |
D. | crosses. |
Answer» C. dots | |
12. |
Time and progress chart of a construction, is also known as |
A. | Bar chart |
B. | Gantt chart |
C. | Modified Mile stone chart |
D. | Critical path method chart |
E. | All the above. |
Answer» F. | |
13. |
Critical Path Net Work helps an engineer |
A. | to concentrate his attention on critical activities |
B. | to divert the resources from non-critical advanced activities to critical activities |
C. | to be cautious for avoiding any delay in the critical activities to avoid delay of the whole project |
D. | all the above. |
Answer» E. | |
14. |
A concentrated load P is supported by the free end of a quadrantal ring AB whose end B is fixed. The ratio of the vertical to horizontal deflections of the end A, is |
A. | |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/96-21-174-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/96-21-174-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/96-21-174-4.png"> |
Answer» C. <img src="/_files/images/civil-engineering/theory-of-structures/96-21-174-3.png"> | |
15. |
Stress may be defined as |
A. | force per unit length |
B. | force per unit volume |
C. | force per unit area |
D. | none of these. |
Answer» D. none of these. | |
16. |
Total strain energy theory for the failure of a material at elastic limit, is known |
A. | Guest's or Trecas' theory |
B. | St. Venant's theory |
C. | Rankine's theory |
D. | Haig's theory |
E. | Von Mises's theory. |
Answer» E. Von Mises's theory. | |
17. |
The refractive index of the ocean water: |
A. | increases with salinity |
B. | increases with temperature |
C. | decreases with salinity |
D. | decreases with temperature |
Answer» B. increases with temperature | |
18. |
Electromagnetic radiation : |
A. | produces a time varying magnetic field and vice versa |
B. | once generated, remains self-propagat-ing. |
C. | is capable to travel across space |
D. | consists of magnetic and electric fields |
E. | All of these |
Answer» F. | |
19. |
Pick up the important characteristic of a target which facilitates its identification from the following: |
A. | spectral variation |
B. | spatial variation |
C. | temporal variation |
D. | polarisation variation |
E. | All of these |
Answer» F. | |
20. |
The technique for establishing and maintaining priorities among the various jobs of a project, is known |
A. | Event flow scheduling technique |
B. | Critical ratio scheduling |
C. | Slotting technique for scheduling |
D. | Short interval scheduling. |
Answer» C. Slotting technique for scheduling | |
21. |
Mile Stone charts were invented in the year of |
A. | 1910 |
B. | 1920 |
C. | 1930 |
D. | 1940 |
E. | 1950 |
Answer» E. 1950 | |
22. |
Frederick W. Taylor introduced a system of working known as |
A. | line organisation |
B. | line and staff organisation |
C. | functional organisation |
D. | effective organisation. |
Answer» D. effective organisation. | |
23. |
The shape factor of standard rolled beam section varies from |
A. | 1.10 to 1.20 |
B. | 1.20 to 1.30 |
C. | 1.30 to 1.40 |
D. | 1.40 to 1.50 |
Answer» B. 1.20 to 1.30 | |
24. |
Shear strain energy theory for the failure of a material at elastic limit, is due to |
A. | Rankine |
B. | Guest or Trecas |
C. | St. Venant |
D. | Haig |
E. | Von Mises. |
Answer» F. | |
25. |
The point of contraflexure is the point where |
A. | B.M. changes sign |
B. | B.M. is maximum |
C. | B.M. is minimum |
D. | S.F. is zero. |
Answer» B. B.M. is maximum | |
26. |
The assumption in the theory of bending of beams, is : |
A. | material is homogeneous |
B. | material is isotropic |
C. | Young's modulus is same in tension as well as in compression |
D. | each layer is independent to expand or to contract |
E. | all the above. |
Answer» F. | |
27. |
Wooden sleepers used on the girders of bridges, are generally made of |
A. | sal |
B. | chir |
C. | teak |
D. | deodar. |
Answer» D. deodar. | |
28. |
Mr. W. Simms, the consulting Engineer to the Government of India recommended the gauge for Indian railways |
A. | 1.435 m as adopted in England |
B. | 1.800 m as per Indian conditions |
C. | 1.676 m as a compromise gauge |
D. | 1.000 m as a standard gauge |
Answer» D. 1.000 m as a standard gauge | |
29. |
If absolute levels of rails at the consecutive axles A, B, and C separated by 1.8 metres are 100.505 m, 100.530 m, and 100.525 m respectively, the unevenness of rails, is |
A. | 0.065 m |
B. | 0.055 m |
C. | 0.045 m |
D. | 0.035 m |
Answer» B. 0.055 m | |
30. |
If a 0.7% upgrade meets a 0.65% downgrade at a summit and the permissible rate of change of grade per chain length is 0.10%, the length of the vertical curve, is |
A. | 10 chains |
B. | 12 chains |
C. | 14 chains |
D. | 16 chains |
Answer» D. 16 chains | |
31. |
If L1 and L2 are actual and theoretical lengths of a tongue rail, d is heel divergence and t is thickness of tongue rail at toe, the switch angle is |
A. | <img src="/_files/images/civil-engineering/railways/57-17-125-1.png"> |
B. | <img src="/_files/images/civil-engineering/railways/57-17-125-2.png"> |
C. | <img src="/_files/images/civil-engineering/railways/57-17-125-3.png"> |
D. | <img src="/_files/images/civil-engineering/railways/57-17-125-4.png"> |
E. | <img src="/_files/images/civil-engineering/railways/57-17-125-5.png"> |
Answer» B. <img src="/_files/images/civil-engineering/railways/57-17-125-2.png"> | |
32. |
A scissors cross-over consists of |
A. | two pairs of points, four acute angle crossings and two obtuse angle crossings |
B. | four pairs of points, four acute angle crossings and four obtuse angle crossings |
C. | four pairs of points, six acute angle crossings and two obtuse angle crossings |
D. | two pairs of points, six acute angle crossings and four obtuse angle crossings. |
Answer» D. two pairs of points, six acute angle crossings and four obtuse angle crossings. | |
33. |
A kink is made in stock rails, ahead of the toe of switch at a distance of |
A. | 10 cm |
B. | 15 cm |
C. | 20 cm |
D. | 30 cm |
Answer» C. 20 cm | |
34. |
If L is length of a rail and R is the radius of a curve, the versine h for the curve, is |
A. | <img src="/_files/images/civil-engineering/railways/52-17-34-1.png"> |
B. | <img src="/_files/images/civil-engineering/railways/52-17-34-2.png"> |
C. | <img src="/_files/images/civil-engineering/railways/52-17-34-3.png"> |
D. | <img src="/_files/images/civil-engineering/railways/52-17-34-4.png"> |
E. | <img src="/_files/images/civil-engineering/railways/52-17-34-5.png"> |
Answer» D. <img src="/_files/images/civil-engineering/railways/52-17-34-4.png"> | |
35. |
Overall depth of a dog spike, is |
A. | 120.6 mm |
B. | 155.90 mm |
C. | 135 mm |
D. | 150 mm |
E. | none of these. |
Answer» B. 155.90 mm | |
36. |
For calculating the allowable stress of long columns. The empirical formula |
A. | Straight line formula |
B. | Parabolic formula |
C. | Perry's formula |
D. | Rankine's formula. |
Answer» B. Parabolic formula | |
37. |
Rails are bent to correct curvature if the degree of curve, is more than |
A. | 1 |
B. | 2 |
C. | 3 |
D. | 4 |
E. | 6 |
Answer» E. 6 | |
38. |
A material is said to be perfectly elastic if |
A. | it regains its original shape on removal of the load |
B. | It regains its original shape partially on removal of the load |
C. | it does not regain its original shape at all |
D. | none of these. |
Answer» B. It regains its original shape partially on removal of the load | |
39. |
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is |
A. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-1.png"> |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-4.png"> |
E. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-5.png"> |
Answer» C. <img src="/_files/images/civil-engineering/theory-of-structures/97-21-185-3.png"> | |
40. |
For determining the support reactions at A and B of a three hinged arch, points B and C are joined and produced to intersect the load line at D and a line parallel to the load line through A at D'. Distances AD, DD' and AD' when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is |
A. | 30 |
B. | 45 |
C. | 60 |
D. | 90 |
Answer» E. | |
41. |
Pick up the incorrect statement from the following : The torsional resistance of a shaft is directly proportional to |
A. | modulus of rigidity |
B. | angle of twist |
C. | reciprocal of the length of the shaft |
D. | moment of inertia of the shaft section. |
Answer» E. | |
42. |
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as |
A. | Compound beams |
B. | Indeterminate beams |
C. | Determinate beams |
D. | Composite beams. |
Answer» E. | |
43. |
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is |
A. | <img src="/_files/images/civil-engineering/theory-of-structures/87-21-74-1.png"> |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/87-21-74-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/87-21-74-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/87-21-74-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/theory-of-structures/87-21-74-4.png"> | |
44. |
The first Indian railway was laid in |
A. | 1775 |
B. | 1804 |
C. | 1825 |
D. | 1853 |
E. | 1876 |
Answer» E. 1876 | |
45. |
The weight of the rails depends upon |
A. | gauge of the tracks |
B. | speed of trains |
C. | spacing of sleepers |
D. | nature of traffic |
E. | all the above. |
Answer» F. | |
46. |
In plastic analysis, the shape factor for a triangular section, is |
A. | 1.5 |
B. | 1.34 |
C. | 2.34 |
D. | 2.5 |
Answer» D. 2.5 | |
47. |
The ratio of the deflections of the free end of a cantilever due to an isolated load at l/3rd and 2/3rd of the span, is |
A. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-1.png"> |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-4.png"> |
Answer» C. <img src="/_files/images/civil-engineering/theory-of-structures/88-21-85-3.png"> | |
48. |
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following: |
A. | <i>Q = S + F</i> |
B. | <i>Q = S - F</i> |
C. | <i>Q = F - S</i> |
D. | <i>Q = S x F</i> |
E. | <img src="/_files/images/civil-engineering/theory-of-structures/97-21-187.png"> |
Answer» E. <img src="/_files/images/civil-engineering/theory-of-structures/97-21-187.png"> | |
49. |
Minimum depth of ballast prescribed of B.G. trunk lines of Indian Railways, is |
A. | 20 cm |
B. | 15 cm |
C. | 25 cm |
D. | 30 cm |
E. | 35 cm |
Answer» D. 30 cm | |
50. |
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is |
A. | <img src="/_files/images/civil-engineering/theory-of-structures/91-21-123-1.png"> |
B. | <img src="/_files/images/civil-engineering/theory-of-structures/91-21-123-2.png"> |
C. | <img src="/_files/images/civil-engineering/theory-of-structures/91-21-123-3.png"> |
D. | <img src="/_files/images/civil-engineering/theory-of-structures/91-21-123-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/theory-of-structures/91-21-123-4.png"> | |