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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.
| 2851. |
The angular distance of a heavenly body from the equator, measured along its meridian, is called |
| A. | declination |
| B. | altitude |
| C. | zenith distance |
| D. | co-latitude. |
| Answer» B. altitude | |
| 2852. |
According to Napier's Rules of circular parts for a right angled triangle, sine of middle part equals the product of |
| A. | tangents of two adjacent parts |
| B. | sines of two adjacent parts |
| C. | cosines of two adjacent parts |
| D. | cosines of two opposite parts |
| E. | both (a) and (b) above. |
| Answer» F. | |
| 2853. |
Limiting gradient for locating the base line on evenly-sloping ground, is |
| A. | 1 in 12 |
| B. | 1 in 10 |
| C. | 1 in 8 |
| D. | 1 in 6. |
| Answer» B. 1 in 10 | |
| 2854. |
Polaris is usually observed for the determination of the latitude when it is |
| A. | at culmination |
| B. | at elongation |
| C. | neither at culmination nor at elongation |
| D. | either at culmination or at elongation. |
| Answer» B. at elongation | |
| 2855. |
The negative sign is assigned to |
| A. | reduction to mean sea level |
| B. | correction for horizontal alignment |
| C. | correction for slope |
| D. | correction for slope |
| E. | all the above. |
| Answer» F. | |
| 2856. |
If two points differing by 1 of latitude and of the same longitude is 110 km apart on the earth, then two astronomical positions on the moon is about |
| A. | 10 km |
| B. | 25 km |
| C. | 30 km |
| D. | 50 km. |
| Answer» D. 50 km. | |
| 2857. |
The zenith is the point on the celestial sphere |
| A. | east of observer |
| B. | west of observer |
| C. | north of observer |
| D. | south of observer |
| E. | above the observer. |
| Answer» E. above the observer. | |
| 2858. |
Equation of time which is the difference between apparent solar time and mean solar time at any instant, vanishes during one year |
| A. | once |
| B. | twice |
| C. | thrice |
| D. | four times |
| E. | five times. |
| Answer» E. five times. | |
| 2859. |
To have greatest coverage of the area, the type of photography used, is |
| A. | high oblique |
| B. | low oblique |
| C. | vertical |
| D. | none of these. |
| Answer» B. low oblique | |
| 2860. |
The true and mean suns occupy the same meridian at the same time on |
| A. | April 15 |
| B. | June 14 |
| C. | September 1 |
| D. | December 25 |
| E. | all the above. |
| Answer» F. | |
| 2861. |
In field astronomy, the quantities observed are entirely |
| A. | lengths |
| B. | angles |
| C. | heights |
| D. | all of these. |
| Answer» C. heights | |
| 2862. |
The altitudes of a circumpolar star at culminations are 70 and 10 , both culminations being north of zenith. The latitude of the place, is |
| A. | 80 |
| B. | 70 |
| C. | 60 |
| D. | 50 |
| E. | 40 . |
| Answer» F. | |
| 2863. |
The prime vertical passes through |
| A. | the east point of the horizon |
| B. | the west point of the horizon |
| C. | the zenith point of the observer |
| D. | the nadir point of horizon |
| E. | all the above. |
| Answer» F. | |
| 2864. |
For inspection and packing of ballast, each pot sleeper is provided with |
| A. | one hole |
| B. | two holes |
| C. | three holes |
| D. | four holes. |
| Answer» C. three holes | |
| 2865. |
Each block of a two-block concrete sleeper is |
| A. | 722 mm x 295 mm x 271 mm and 215 kg in weight |
| B. | 250 mm x 154 mm x 196 mm and 260 kg in weight |
| C. | 525 mm x 350 mm x 275 mm and 280 kg in weight |
| D. | none of these. |
| Answer» B. 250 mm x 154 mm x 196 mm and 260 kg in weight | |
| 2866. |
For points and crossings, maximum size of ballast, is |
| A. | 50 mm |
| B. | 40 mm |
| C. | 30 mm |
| D. | 25 mm |
| E. | 20 mm |
| Answer» E. 20 mm | |
| 2867. |
If S is the switch angle and is diamond angle, r is the radius of slip, the distance between middle point slip and the nose of obtuse crossing, is |
| A. | <img src="/_files/images/civil-engineering/railways/61-17-174-1.png"> |
| B. | <img src="/_files/images/civil-engineering/railways/61-17-174-2.png"> |
| C. | <img src="/_files/images/civil-engineering/railways/61-17-174-3.png"> |
| D. | <img src="/_files/images/civil-engineering/railways/61-17-174-4.png"> |
| Answer» B. <img src="/_files/images/civil-engineering/railways/61-17-174-2.png"> | |
| 2868. |
The main function of sleepers, is |
| A. | to support rails |
| B. | to hold rails at correct gauge |
| C. | to distribute load from the rails to ballast |
| D. | all the above. |
| Answer» E. | |
| 2869. |
Rails are fixed on steel sleepers |
| A. | by bearing plates |
| B. | by dog spikes |
| C. | by keys in lugs or jaws |
| D. | none of these. |
| Answer» D. none of these. | |
| 2870. |
Packing of ballast is done |
| A. | near the ends of sleepers |
| B. | on the shoulders |
| C. | under sleepers |
| D. | between two rails. |
| Answer» D. between two rails. | |
| 2871. |
If the standard length of a B.G. crossing is 597 cm, the number of crossing, is |
| A. | 1 in |
| B. | <img src="/_files/images/civil-engineering/railways/59-17-146-2.png"> |
| C. | 1 in 12 |
| D. | 1 in 16 |
| E. | none of these. |
| Answer» C. 1 in 12 | |
| 2872. |
The principal plane contains |
| A. | nadir point |
| B. | iso centre |
| C. | principal point |
| D. | principal axis and principal line |
| E. | all the above.. |
| Answer» F. | |
| 2873. |
Width of the top portion of a flat footed, rail, is |
| A. | 69.85 mm |
| B. | 63.50 mm |
| C. | 66.77 mm |
| D. | 136.52 mm |
| E. | none of these. |
| Answer» D. 136.52 mm | |
| 2874. |
For providing the required tilt of rails, adazing of wooden sleepers, is done for |
| A. | bull headed rails |
| B. | double headed rails |
| C. | flat footed rails |
| D. | any type of rails |
| E. | none of these. |
| Answer» D. any type of rails | |
| 2875. |
The life of a wooden sleeper depends upon |
| A. | quality of its timber |
| B. | ability to resist decay |
| C. | resistance to weathering |
| D. | all the above. |
| Answer» E. | |
| 2876. |
The spread between the point and splice rails at a distance of 4.25 rn is 50 cm. The size of the crossing is |
| A. | 1 in 6 |
| B. | 1 in |
| C. | <img src="/_files/images/civil-engineering/railways/59-17-146-2.png"> |
| D. | 1 in 12 |
| E. | 1 in 16 |
| Answer» C. <img src="/_files/images/civil-engineering/railways/59-17-146-2.png"> | |
| 2877. |
Segregation is responsible for |
| A. | honey-combed concrete |
| B. | porous layers in concrete |
| C. | surface scaling in concrete |
| D. | sand streaks in concrete |
| E. | all the above. |
| Answer» F. | |
| 2878. |
The datum temperature for maturity by Plowman, is |
| A. | 23 C |
| B. | 0 |
| C. | - 5.6 C |
| D. | - 11.7 C |
| Answer» E. | |
| 2879. |
The compaction of concrete, improves |
| A. | density |
| B. | strength |
| C. | durability |
| D. | all the above. |
| Answer» E. | |
| 2880. |
The light weight aggregates are obtained from |
| A. | sedimentary rocks |
| B. | metamorphic rocks |
| C. | igneous rocks |
| D. | volcanic source. |
| Answer» E. | |
| 2881. |
If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundated with water is 12 cm, the bulking of the moist sand, is |
| A. | 10% |
| B. | 12% |
| C. | 15% |
| D. | 20% |
| E. | 25%. |
| Answer» F. | |
| 2882. |
Specified compressive strengh of concrete is obtained from cube tests at the end of |
| A. | 3 days |
| B. | 7 days |
| C. | 14 days |
| D. | 21 days |
| E. | 28 days. |
| Answer» F. | |
| 2883. |
An aggregate is said to be flaky, if its least dimension is less than |
| A. | 2/3 mean dimension |
| B. | 3/4 mean dimension |
| C. | 3/5 mean dimension |
| D. | 5/8 mean dimension |
| E. | none of these. |
| Answer» D. 5/8 mean dimension | |
| 2884. |
The final operation of finishing floors, is known as |
| A. | screeding |
| B. | floating |
| C. | trowelling |
| D. | finishing |
| E. | all the above. |
| Answer» D. finishing | |
| 2885. |
The internal dimensions of a ware house are 15 m x 5.6 m, and the maximum height of piles is 2.70 m, the maximum number of bags to be stored in two piles, are |
| A. | 1500 bags |
| B. | 2000 bags |
| C. | 2500 bags |
| D. | 3000 bags |
| E. | 4000 bags |
| Answer» E. 4000 bags | |
| 2886. |
Wing rails are provided |
| A. | near tongue rails |
| B. | near check rails |
| C. | near stock rails |
| D. | in crossing. |
| Answer» E. | |
| 2887. |
Burnettising is done for the preservation of |
| A. | wooden sleepers |
| B. | rails |
| C. | ballast |
| D. | none of these. |
| Answer» B. rails | |
| 2888. |
30 m long rails are used in |
| A. | India |
| B. | Pakistan |
| C. | Russia |
| D. | U.S.A. |
| E. | U.K. |
| Answer» E. U.K. | |
| 2889. |
Minimum gradient in station yards is generally limited to |
| A. | 1 in 1000 |
| B. | 1 in 750 |
| C. | 1 in 500 |
| D. | 1 in 400 |
| E. | zero |
| Answer» F. | |
| 2890. |
Proper batching ensures |
| A. | economy |
| B. | durability |
| C. | workability |
| D. | strength |
| E. | all the above. |
| Answer» F. | |
| 2891. |
The distance between the theoretical noses of crossing along the same rail, in case of diamond crossing, is |
| A. | <img src="/_files/images/civil-engineering/railways/59-17-147-1.png"> |
| B. | <img src="/_files/images/civil-engineering/railways/59-17-147-2.png"> |
| C. | <img src="/_files/images/civil-engineering/railways/59-17-147-3.png"> |
| D. | <img src="/_files/images/civil-engineering/railways/59-17-147-4.png"> |
| Answer» B. <img src="/_files/images/civil-engineering/railways/59-17-147-2.png"> | |
| 2892. |
A triangle used for turning the face of locomotives, consists of |
| A. | three turn outs |
| B. | one turn out and two splits |
| C. | two turn outs and one split |
| D. | three splits. |
| Answer» D. three splits. | |
| 2893. |
If D is the distance between the parallel sidings and is the angle of crossing, the distance between the noses of crossing measured parallel to the gathering line, is |
| A. | D tan |
| B. | D cot |
| C. | D sin |
| D. | D cos |
| Answer» C. D sin | |
| 2894. |
The place where a railway line and a road cross each other at the same level, is known as |
| A. | cross over |
| B. | railway junction |
| C. | road junction |
| D. | level crossing |
| E. | none of these. |
| Answer» E. none of these. | |
| 2895. |
Heel of crossing is the line joining |
| A. | ends of splice rail and point rail |
| B. | ends of lead rails butting the crossing |
| C. | ends of wing rails |
| D. | throat and actual nose of crossing. |
| Answer» B. ends of lead rails butting the crossing | |
| 2896. |
A mono-block sleeper has |
| A. | square section |
| B. | rectangular section |
| C. | trapezoidal section |
| D. | semi-circular section |
| E. | none of these. |
| Answer» D. semi-circular section | |
| 2897. |
If S is cant deficiency in centimetres and V is maximum permissible speed in km p.h,, the maximum length of transition curves, is |
| A. | <img src="/_files/images/civil-engineering/railways/57-17-116-1.png"> |
| B. | <img src="/_files/images/civil-engineering/railways/57-17-116-2.png"> |
| C. | <img src="/_files/images/civil-engineering/railways/57-17-116-3.png"> |
| D. | <img src="/_files/images/civil-engineering/railways/57-17-116-4.png"> |
| Answer» B. <img src="/_files/images/civil-engineering/railways/57-17-116-2.png"> | |
| 2898. |
The overall length of a turn out is the distance between the end of stock rail and |
| A. | heel of crossing |
| B. | actual nose of crossing |
| C. | throat of crossing |
| D. | toe of crossing. |
| Answer» B. actual nose of crossing | |
| 2899. |
According to Railway Board, no diamond crossing should be flatter than |
| A. | 1 in 6 |
| B. | 1 in |
| C. | <img src="/_files/images/civil-engineering/railways/59-17-146-2.png"> |
| D. | 1 in 12 |
| E. | 1 in 16 |
| Answer» C. <img src="/_files/images/civil-engineering/railways/59-17-146-2.png"> | |
| 2900. |
Coning of wheels is provided |
| A. | to check lateral movement of wheels |
| B. | to avoid damage to inner faces of rails |
| C. | to avoid discomfort to passengers |
| D. | All the above. |
| Answer» E. | |