Exam 11: Surveying and Measurement 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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The multiplying constant for the tacheometer is, generally, kept as
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The projection of a traverse line on a line parallel to the meridian is known as
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A
In geodetic surveying, the curvature of the earth is taken into consideration.
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A
A scale which has a common representative fraction, but read in different measures, is called a
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The instrument used for setting out an offset at a right angle, is called
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The method of intersection in plane tabling is commonly used for
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Generally, the deflection angle is measured twice, once with the telescope normal and once with the telescope reversed.
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When the position of a point is to be fixed most accurately, it should be located by oblique offsets.
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In levelling, the correction for combined curvature and refraction (in metres) is equal to
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The horizontal angle between the true meridian and magnetic meridian is known as
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The height of instrument is the height of the centre of the telescope above the ground where the level is set up.
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The latitude of a traverse line is obtained by multiplying its length with the cosine of its reduced bearing.
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The magnitude of super-elevation depends upon the speed of the vehicle and the radius of the curve
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In locating the details of inaccessible objects visible atleast from transit stations, the method used is
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