Exam 14: Surveying Terminology and Techniques: Part B
Exam 1: Surveying and Compass25 Questions
Exam 2: Surveying and Levelling: Part A25 Questions
Exam 3: Surveying and Levelling: Part B25 Questions
Exam 4: Surveying and Levelling: Part C21 Questions
Exam 5: Surveying and Mapping Techniques: Part A25 Questions
Exam 6: Surveying and Mapping Techniques: Part B25 Questions
Exam 7: Surveying and Contouring Techniques24 Questions
Exam 8: Surveying and Linear Measurements19 Questions
Exam 9: Surveying Instruments and Methods23 Questions
Exam 10: Surveying and Gps Terminology and Techniques21 Questions
Exam 11: Surveying and Measurement Techniques: Part A24 Questions
Exam 12: Surveying and Measurement Techniques: Part B23 Questions
Exam 13: Surveying Terminology and Techniques: Part A24 Questions
Exam 14: Surveying Terminology and Techniques: Part B24 Questions
Exam 15: Surveying Terminology and Techniques: Part C24 Questions
Exam 16: Surveying Terminology: Contour Intervals, Tacheometry, Magnetic Variation25 Questions
Exam 17: Surveying Terminology: Bearings, Levelling, and Measurements25 Questions
Exam 18: Surveying Terminology and Methods25 Questions
Exam 19: Surveying Concepts and Techniques25 Questions
Exam 20: Surveying Techniques and Instruments21 Questions
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When the length of chain used in measuring distance is longer than the standard length, the error in measured distance will be
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The error which is not completely eliminated in reciprocal levelling, is
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330°In a direct vernier, the smallest division of a vernier is
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An invar tape is generally used for accurate measurement of distance because it possesses
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When the whole circle bearing of two lines AB and AC are 115° and 41° respectively, then the included angle BAC will be
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A line joining the optical centre of the object glass and the centre of the eye piece, is known as
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In high latitudes, the diurnal variation of the magnetic needle is greater.
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The latitude and departure of a traverse line are both positive when the whole circle bearing of the line lies in the
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The strength of 'fix' of a plane table from three known points is poor if the instrument station is near the great circle.
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To find the true difference of level between two points, the level should be kept
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When the angular mesurements of a traverse are more precise than the linear measurements, the balancing of a traverse is done by
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A compound curve consists of two arcs of equal radii bending in the same direction.
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The bearing of a line in the direction of the progress of survey is called back bearing
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When R is the radius of the curve (in metres), D is the degree of curve (in degrees) and length of the chord is 30°m, then the relation between R and D is
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