The stations choosed by main survey lines called . . . . . . . .
A. Temporary stations
B. Main stations
C. Subsidary station
D. None
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The drawing of an irregular area is covered by 42.2 squares of 200 mm side. If the side of the drawing is 10mm = 1m, the actual area of field . . . . . . . .
A. 16880m2
B. 8440m2
C. 1688m2
D. 844m2
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The 90° corners of a building are set out on the ground by, easily . . . . . . . .
A. Cross staff
B. Mason's square
C. Theodolite
D. Optical square
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The arithmetical check for levelling is . . . . . . . .
A. ∑ B S + ∑ F S = First RL + Last RL
B. ∑ F S − ∑ B S = Last RL + First RL
C. ∑ B S − ∑ F S = Last RL − First RL
D. All
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The bearing of a line which is measured from North of South direction . . . . . . . .
A. Whole circle
B. Quadrantal
C. Magnetic
D. Forward bearing
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The angle between the vertical and fault plane is known as . . . . . . . .
A. Want
B. Trow
C. Heave
D. Hade
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The arithematic sum of northings should be equal to arithematic sum of . . . . . . . .
A. Easting
B. Westing
C. Southing
D. Northing
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The bearing sof PQ and PR are S 20° 30' E and 24°W angle QPR is . . . . . . . .
A. 3° 30'
B. 134° 30'
C. 44° 30'
D. 45° 30'
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To locate a point with reference to a chain line the rninimum number of oblique measurements required is . . . . . . . .
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A fixed reference point of known elevation.
A. Vertical axis
B. Horizontal level
C. Bench mark
D. Axis
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The whole circle bearing of line is 120. The equivalent bearing expressed in the quadrantal system is . . . . . . . .
A. S 60° E
B. N 60° E
C. S 60° W
D. N 60° W
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In a traverse the F. B and B. B of a line AB do not differ by 180° while those of line Be differ by 180°. Local attraction took place at station or stations.
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Mid ordinate calculated by . . . . . . . .
A. R ( 1 − cos 2 ϕ )
B. R tan 2 ϕ
C. 2 R sin 2 ϕ
D. R ( sec 2 ϕ − 1 )
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The magnetic bearing and declination of a line were recorded in the year 1906 as S 43°30' E and 2° E respectively. If the declination in the year 2006 is 3° W, the magnetic bearing of the line is
A. S 48°30' E
B. S 45°30' E
C. S 41°30' E
D. S 38°30' E
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The main scale plate in theodolite graduated from 0° - 360° . . . . . . . . direction.
A. Clock wise
B. Anticlock wise
C. Quadrandal
D. None
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The main principle of survey is to work from . . . . . . . .
A. Part to whole
B. Whole to part
C. Higherlevel to lower level
D. Lower level to higher level
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The bearing of line AB is 152° 28' and the angle ABC is 124° 30'. What is the bearing of BC.
A. 96° 58'
B. 27° 42'
C. 274° 58'
D. 152° 18'
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The stadia hair system may be further divided in to . . . . . . . . types.
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Chaining across a high compound wall is a example for . . . . . . . .
A. Vision and chaining both obstructed
B. Vision obstructed and chaining across possible
C. Chaining obstructed but vision free
D. Vision free and chaining across possible
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Various types of levelling instruemnts are . . . . . . . .
A. Automatic level
B. Y Level
C. Dumpy level
D. Tilting level
E. All
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