Q. Probable systematic error in precise levelling as recommended by International Geodetic Association should not exceed (where k is in kilometers.)

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Q. The diaphragm of a stadia theodolite is fitted with two additional

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Q. Centering error of a theodolite produces an error

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Q. In levelling operation

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Q. Pick up the correct statement from the following :

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Q. In optical reading instruments

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Q. For setting out a simple curve, using two theodolites.

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Q. Geodetic surveying is undertaken

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Q. The desired sensitivity of a bubble tube with 2 mm divisions is 30". The radius of the bubble tube should be

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Q. A dumpy level was set up at the midpoint between two pegs A and B, 50 m apart and the staff readings at A and B were 1.22 and 1.06. With the level set up a A, the readings at A and B were 1.55 and 1.37. The collimation error per 100 m length of sight is

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Q. If the rate of gain of radial acceleration is 0.3 m per sec³ and full centrifugal ratio is developed. On the curve the ratio of the length of the transition curve of same radius on road and railway, is

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Q. The angle between two plane mirrors of optical square, is

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Q. The latitude of a traverse leg is obtained by multiplying its length by

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Q. For a curve of radius 100 m and normal chord 10 m, the Rankine's deflection angle, is

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Q. A uniform slope was measured by the method of stepping. If the difference in level between two points is 1.8 m and the slope distance between them is 15 m, the error is approximately equal to

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Q. Which one of the following procedures for getting accurate orientation is the most distinctive feature of the art of plane tabling

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Q. A clinometer is used for

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Q. Diurnal variation of magnetic declination is

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Q. The 'fix' of a plane table from three known points, is good, if

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Q. The construction of optical square is based, on the principle of optical

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