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Two Tangents intersect at a PI Station of 35+33.24 whose coordinates are N=10349.64 feet and E= 10436.79 feet. The Intersection angle (I) = 20°15'42" Right, and the azimuth of the back Tangent is 23°14'32". (This azimuth is from the PC to the PI.) A curve with Radius (R) of 533.23 feet will be used to join the tangents. Compute the data needed to stake the curve at 50 foot increments by coordinates using a total station instrument. (Remember to use even stationing. If the PC station is 1+32.50 the next station will be 1+50 then 2+00 and so on untilyou reach the PT station.) For staking, the instrument will be set at Station A whose coordinates are N=10764.93 feet and E=10463.72 feet. The backsight azimuth will be 332°14'23". Prepare the table shown in class that shows the northings and eastings of each station along the curve and prepare the table shown in class that shows the azimuth and distance from Point A (Setup Point) to the Point on Curve being staked out.
what is the engineering ethics course where to write about any engineering ethical case and discuss the ethical issue?
what is the engineering ethics case related to civil engineering with reference and discuss all the engineering ethics issues which covered the "Engineering etics concepte and cases?
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