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FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only 12. Given the x and y coordinates of point A (-7, - 4) and point B (4, 10). Determine t length of line AB. 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The polar coordinate of a point is (10, 60°). Convert to Cartesian coordinates.

FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only 12. Given the x and y coordinates of point A (-7, - 4) and point B (4, 10). Determine t length of line AB. 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The polar coordinate of a point is (10, 60°). Convert to Cartesian coordinates.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only 12. Given the x and y coordinates of point A (-7, - 4) and point B (4, 10). Determine the length of line AB. 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The polar coordinate of a point is (10, 60°). Convert to Cartesian coordinates.
Transcribed Image Text:FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only 12. Given the x and y coordinates of point A (-7, - 4) and point B (4, 10). Determine the length of line AB. 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The polar coordinate of a point is (10, 60°). Convert to Cartesian coordinates.
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