5.Draftsman Gr II-KWA

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100 questions
• Q1
For one cubic meter, 1:2:4 concrete using 20 mm metal, the quantity of coarse aggregate required is :
1.00 cum
1.10 cum
1.54 cum
0.9 cum
30s
• Q2
The whole circle bearing of a line is 230°, its quadrantal bearing is
W 40°S
S 50° W
S 30° W
S 40° W
30s
• Q3
If the fore bearing and back bearing of a line do not differ by 180°, then either one or both the ends of line, are affected by:
Manipulation error
None of these
Local attraction
Declination
30s
• Q4
Which one of the following is not a working operation of a plane table?
Centering
Levelling
Orientation
Transiting
30s
• Q5
Finding the location of the station occupied by the table on the paper, by means of sighting to two well defined points whose locations have previously been plotted on the paper, is known as:
Bessels Graphical method
Trial and error method
Two-point problem
30s
• Q6
A levelling instrument, consisting a telescope attached with level tube which can he tilted within a few degrees in a vertical plane by a tilting screw is known as:
The Tilting level
Reduced level
The Dumpy level
The Wye level
30s
• Q7
The permissible closing error in levelling survey is
0.001 m
0.050 m
0.005 m
0.100 m
30s
• Q8
When it is not possible to set up the level midway between two points. The method of levelling to carry forward the levels on the other side of the obstruction is called
The reversible level
Profile levelling
Reciprocal levelling
Fly levelling
30s
• Q9
Making the axis of the bubble tube perpendicular to vertical axis of the level is
Curvature correction of Dumpy level
Refraction correction of Dumpy level
30s
• Q10
The shortest horizontal distance between two consecutive contours, is called
Apparent difference
Contour interval
Collimation error
Horizontal equivalent
30s
• Q11
The imaginary line lying throughout on the surface of the earth and preserving a constant inclination to the horizontal, is known as:
Ridge line
Contour line
30s
• Q12
In a land measuring metric chain the ends of link is connected by :
Two oval rings
Three oval rings
Four oval rings
One oval ring
30s
• Q13
The sketch drawn by the surveyor during reconnaissance showing the positions of stations survey lines and their directions and the important features is known as:
Detailed plan
Tracing
Map
Key plan
30s
• Q14
The use of an optical square is :
To setting out a 45° angle
To measure the area of a plan
To range a line
To set out right angles
30s
• Q15
One of the methods to set out a perpendicular to the chain line is 3-4-5 method, another method identical to 3-4-5 method is
6-8-9
6-8-10
2-3-4
4-6-8
30s

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