The unit of linear meesurernent in survey work is . . . . . . . .
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Tangent length calculated by the formule.
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The arrow isused to mark
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For the construction of high way (or) rail way, the required are
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The back bearing of a line is 22°, its fore bearing is . . . . . . . .
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Pentagraph is used for . . . . . . . .
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For two survey points the coordinates are given. The line CD has length and bearing
| Point |
Southing (m) |
Westing (m) |
| C |
280.4 |
310.8 |
| D |
620.9 |
635.9 |
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The errors arising due to eccentricity of the verniers and centre is eiiminated by . . . . . . . . method.
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A curve whose radious varies gradually from infinity to finite value equal to the radious of circular curve to be connected called as . . . . . . . .
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The horizontal angle between the true meridian and line is called . . . . . . . .
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When a chain is too long, the measured length will be . . . . . . . . than its true length.
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Surveying is essentially a process of determining the relative positions of points in . . . . . . . .
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Prism square is an instrument used to . . . . . . . .
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Line ranger consists of two . . . . . . . .
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The length of the curve calculated by formule.
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A line joining points of equal declination at a given time termed as . . . . . . . .
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It is the operation of bringing the telescope from the face left condition to face right condition and vice-versa called . . . . . . . .
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In which method the intercepts on the levelling staff is kept constant and distance between stadia hairs are variable.
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A chord between two successive regular pegs on the curve called as . . . . . . . .
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The triangular error method is employed to solve.
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