Exam 6: Surveying and Mapping 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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If f1 and f2 are the distances from the optical center of a convex lens of focal length f to conjugate two points P1 and P2 respectively, the following relationship holds good
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True meridians are generally preferred to magnetic meridians because
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The whole circle bearing of a line is 290°. Its reduced bearing is
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