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Chain Survey by Civil express

Total questions: 20

Worksheet time: 10mins

Name
Class
Date
1.

The accuracy of measurement in chain surveying, does not depend upon

a)

length of the offset

b)

scale of the plotting

c)

importance of the features

d)

general layout of the chain lines.

2.

In chain surveying field work is limited to

a)

linear measurements only

b)

angular measurements only

c)

both linear and angular measurements

d)

All the above

3.

Measuring with a 30 m chain, 0.01 m too short, introduces

a)

positive compensating error

b)

negative compensating error

c)

positive cumulative error

d)

negative cumulative error.

4.

Chain surveying is well adopted for

a)

small areas in open ground

b)

small areas with crowded details

c)

large areas with simple details

d)

large areas with difficult details

5.

Check lines (or proof lines) in Chain Surveying, are essentially required

a)

to plot the chain lines

b)

to plot the offsets

c)

to indicate the accuracy of the survey work

d)

to increase the out-turn

6.

In chain surveying tie lines are primarily provided

a)

to check the accuracy of the survey

b)

to take offsets for detail survey

c)

to avoid long offsets from chain lines

d)

to increase the number of chain lines

7.

Number of links per metre length of a chain are

a)

2

b)

5

c)

8

d)

10

8.

The slope correction for a length of 30 m along a gradient of 1 in 20, is

a)

3.75cm

b)

0.375cm

c)

37.5cm

d)

2.75cm

9.

The additional lines which are measured to show the correctness of the chain surveying are called:

a)

Check lines

b)

Proof lines

c)

Tie lines

d)

All of these

10.

The correction to be applied to each 30 metre chain length along θ° slope, is

a)

30 (sec θ - 1) m

b)

30 (sin θ - 1) m

c)

30 (cos θ - 1) m

d)

30 (tan θ - 1) m

11.

For taking offsets with an optical square on the right hand side of the chain line, it is held

a)

by right hand upside down

b)

by left hand upright

c)

by right hand upright

d)

by left hand up side down.

12.

An angles of 45° with a chain line may be set out with

a)

Optical square

b)

Open Cross staff

c)

French cross staff

d)

Prism square

13.

Greater accuracy in linear measurements, is obtained by

a)

Tachometer

b)

Direct chaining

c)

Direct taping

d)

All of these

14.

Metric chains are generally available in

a)

10 &20m

b)

20& 30m

c)

15 & 25m

d)

30 & 50m

15.

While measuring a chain line between two stations A and B intervened by a raised ground

a)

vision gets obstructed

b)

chaining gets obstructed

c)

both vision and chaining get obstructed

d)

All the above

16.

Which one of the following mistakes/errors may be cumulative + or - :

a)

Bad ranging

b)

Bad straightening

c)

erroneous length of chain

d)

Sag

17.

Accidental or compensating errors of length L are proportional to

a)

L

b)

√L

c)

L^2

d)

All of these

18.

The distance between steps for measuring down hill to obtain better accuracy

a)

decreases with decrease of slope

b)

increases with increase of slope

c)

decreases with increase of slope

d)

decreases with decrease of weight of the chain

19.

Cross-staff is used for

a)

Setting out right angle

b)

Measuring contour gradient

c)

Levelling

d)

None of these

20.

Length of revenue chain

a)

66ft

b)

33ft

c)

100ft

d)

30m