
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Which is the unit that National Geodetic
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- Discuss the Luzon 1911 Datum, the PRS 92, and the World Geodetic System of 1982.arrow_forwardWhy It is important to note that geodetic heights obtained with satellite surveys are measured with respect to the ellipsoid?arrow_forwardLINE BEARING LENGTH LAT DEP DMD AREA AB N28 19'E 560.27 +493.12 +256.66 1098.18 +541,535 BC N56°23'W 484.18 +267.97 -403.29 960.55 +257,399 CD S08°50'W 375.42 -371.04 -57.72 499.54 -185,349 DE S45°10'W 311.44 -219.64 -220.91 220.91 -48,521 EA S67°45'E 449.83 -170.41 +416.26 416.26 -70,935 AREA = (494,129)/2=247,065 SQ. FT 5.672 ACRES C D E A NOT TO SCALE TUDLNI VERSIUNarrow_forward
- 13. A surveyor needs to determine the coordinate of an inaccessible location, point C. Setting up on point A, they sight point B (due east of point A) and set 0 on their total station. The measured distance between A and B is 400 m. The surveyor points the total station at point C (north of point B and east of point A) and reads an angle to the right of 340°20'15". Given that the UTM coordinate of point A is 680100.455 mE, 4912081.750 mN (UTM 17T, NAD83) what are the coordinates of points B and C?arrow_forwardI need the answer as soon as possiblearrow_forwardExplain the concept of geometric correction in aerial surveying?arrow_forward
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