Engineering Survey

241) If the spacing of cross hairs in a stadia diaphragm of a tacheometer is 1.2 mm and the focal length of object glass is 24 cm, then the multiplying constant of tacheometer is

242) If an upgrade of 1.5% is followed by a downgrade of 0.5% and rate of change of grade is 0.2% per 20m chain, then the length of vertical curve is

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200m

243) The difference in elevation of points between a vertical and a tangent is

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directly proportional to the square of its horizontal distance from the point of tangency

244) Heliograph is a type of

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sun signal used in triangulation work

245) A 100m tape is held 1 m out of line. The true length is

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99.9950 m

246) An imaginary line passing through the optical centre of the objective and the optical centre of the eye-piece in the telescope or a surveying instrument is called the

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optical axis of the telescope

247) The two-peg test in the adjustment of a dumpy level employs the principle that

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reciprocal levelling eliminates errors of non-parallel instrument and collimation axes

248) The difference between the sum of the angles of a plane triangle and the sum of the angles of a spherical triangle is one second when the triangle on the earth surface has an area of about

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195 sq.km

249) The representative fraction 1/2500 means that the scale is 1 cm equal to

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25 m

250) The radius of curvature of an ideal transition curve should be

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inversely proportional to its length from the beginning

Subject Notes

Objective Box

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