Exam 13: Surveying Terminology and 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 diurnal variation of the magnetic needle is more in
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The direction of a true meridian at a station is invariable.
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The strength of 'fix' of a plane table from three known points is good if the middle station is
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When the magnetic declination is negative, the magnetic meridian is towards the west of true meridian.
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An optical square is used for the same purpose as the cross-staff, but it is more accurate.
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When the anallatic lens is provided in the telescope of a tacheometer, the additive constant is zero.
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Due to the magnetic influence of the earth, the magnetic needle of the prismatic compass will be inclined downward towards the pole. This inclination of the needle with the horizontal is known as
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In a retrograde vernier, the smallest division of a vernier is
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In a whole circle bearing system N 25° 15' W corresponds to
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The real image of an object formed by the objective must lie at the centre of telescope.
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The angle by which the forward tangent deflects from the back tangent of a curve is called
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The theodolite is an instrument used for measuring very accurately
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The spacing of cross-sections in a hilly country is usually
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If the definition of a telescope is poor, it will produce a clear and district image.
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To the sum of the first and last ordinates, add twice the sum of the intermediate ordinates. The total sum thus obtained is multiplied by the common distance between the ordinates. One-half of this product gives the required area. This rule of finding the area is called
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The adjustable cross-staff is used for setting out an offset
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