Q. Pantagraph is used for

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Q. If the angular measurements of a traverse are more precise than its linear measurements, balancing of the traverse, is done by

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Q. The branch of surveying in which both horizontal and vertical positions of a point, are determined by making instrumental observations, is known

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Q. In levelling operation

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Q. Keeping the instrument height as 1.5 m, length of staff 4 m, the up gradient of the ground 1 in 10, the sight on the up slope must be less than

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Q. True meridian of different places

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Q. Pick up the correct statement from the following :

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Q. Two hill tops A and B 20 km apart are intervened by a third top C. If the top most contour of the three hill tops are of the same value, state whether the line of sight AB

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Q. Deviation of the actual road gradient from the proposed contou'r gradient up hill side, involves

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

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Q. Setting out a curve by two theodolite method, involves

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Q. When the bubble of the level tube of a level, remains central

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Q. The operation of making the algebraic sum of latitudes and departures of a closed traverse, each equal to zero, is known

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Q. Orientation of a plane table by solving two point problem is only adopted when

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Q. A back sight

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Q. Metric chains are generally available in

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Q. On a diagonal scale, it is possible to read up to

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Q. Plotting of inaccessible points on a plane table, is done by

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Q. A dumpy level is set up with its eye-piece vertically over a peg A. The height from the top of peg A to the centre of the eye-piece is 1.540 m and the reading on peg B is 0.705 m. The level is then setup over B. The height of the eye-piece above peg B is 1.490 m and a reading on A is 2.195 m. The difference in level between A and B is

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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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