KPSC Draughtsman Survey and Land Record Paper 2016

Kerala PSC Draughtsman Survey and Land Record Department Previous Year Paper 2016

 

KPSC – Draughtsman – GRII – Survey – Land – Record – 2016
Sr. No. Questions with multiple options
1. One hectare equals:

(a)    100

(b)   1000

(c)    10,000

(d)   100000

2. Chain surveying is most suitable for:

(a)    Forest area

(b)   Hill area

(c)    Undulating area

(d)   Flat surface

3. If a measuring tape is too long as compared to standard length, the error will be:

(a)    Accidental error

(b)   Instrumental error

(c)    Personal error

(d)   Natural error

4. The boundary of water of still lake represents:

(a)    Level surface

(b)   Horizontal surface

(c)    Contour line

(d)   Concave line

5. Which method in plane table surveying for locating previous station point?

(a)    Intersection

(b)   Radiation

(c)    Resection

(d)   Traversing

6. Multiplying constant for the tacheometer is generally:

(a)    50

(b)   100

(c)    150

(d)   200

7. The ratio of the length of the object in the drawing to the actual length of the object is called:

(a)    Full scale

(b)   Least count

(c)    Diagonal scale

(d)   Representative fraction

8. A 500 sq.m area is represented by 500 sq.mm in a drawing. The scale of the drawing is:

(a)    1 mm = 100 m

(b)   1 mm = 5 m

(c)    1 mm = 1 m

(d)   1 mm = 10 m

9. Process of turning the telescope about the vertical axis in a horizontal plane is called:

(a)    Reversing

(b)   Transiting

(c)    Pluging

(d)   Swinging

10. The instrument used for measuring area on a contour map is:

(a)    Clinometer

(b)   Planimeter

(c)    Pantograph

(d)   Graphometer

11. In leveling a station point where:

(a)    Leveling instrument is set up

(b)   Bench Mark is marked

(c)    Leveling staff is placed

(d)   All of these

12. The last reading of leveling is always a:

(a)    Fore sight

(b)   Back sight

(c)    Intermediate sight

(d)   Change point

13. Leveling across a river is done by:

(a)    Fly levelling

(b)   Cross levelling

(c)    Trigonometrical levelling

(d)   Reciprocal levelling

14. The line of collimation should be parallel to:

(a)    Vertical axis

(b)   Bubble axis

(c)    Plumb axis

(d)   None of these

15. The height of instrument method is:

(a)    Less tedious

(b)   More rapid

(c)    Less calculation

(d)   All of these

16. While traversing anticlockwise a closed traverse of ‘N’ sides, theoretical sum of included angles should be:

(a)    (2N – 4) x 90°

(b)   (2N + 4)x 90

(c)    (2N  x 90°

(d)   36 x 90°

17. Angle of dip pole is:

(a)    0°

(b)   30°

(c)    45°

(d)   90°

18. An offset more than 15 m in length is called :

(a)    Oblique offset

(b)   Short offset

(c)    Long offset

(d)   Right angled offset

19. The correction for sag is always:

(a)    Positive

(b)   Negative

(c)    Zero

(d)   None of these

20. Metallic tapes are made of:

(a)    Stainless steel

(b)   Nickel

(c)    Steel and nickel

(d)   Yarn and wire


Posted

in

by

Tags:

Comments

Leave a Reply

Your email address will not be published. Required fields are marked *