Exam 5: Surveying and Mapping Techniques: Part A
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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Closed contours, with higher value inwards, represent a
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B
The two point problem and three point problem are methods of
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D
The angle between the prolongation of the preceding line and the forward line of a traverse is called
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A
Transit rule of adjusting the consecutive coordinates of a traverse is used where
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The resection by two point problem as compared to three point problem
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If the reduced bearing of a line AB is N°W and length is 100 m, then the latitude and departure respectively of the line AB will be
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If in a closed traverse, the sum of the north latitudes is more than the sum of the south latitudes and also the sum of west departures is more than the sum of the east departures, the bearing of the closing line is in the
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The real image of an object formed by the objective, must lie
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The instrument used for accurate centering in plane table survey is
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Which of the following methods of theodolite traversing is suitable for locating the details which are far away from transit stations ?
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The process of determining the locations of the instrument station by drawing re sectors from the locations of the known stations is called
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