14. RECTANGULAR COORDINATES. Determine the lengths an bearings of the sides of a tract of land whose corners have the following X and Y coordinates: A(-105.45 m, -127.96 m); B(-289.63 m, -9.05 m); C(+512.50 m, +404.23 m); D ( 436.70 m, and E(-5.52 m, +7. 34 m). Tabulate values accor- -59.92 m); aing ly

Structural Analysis
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14. RECTANGULAR
bearings of the sides of a tract of land whose corners have
the following X and Y coordinates: A(-105.45 m, -127.96 m);
B(-289.63 m, -9.05 m); C(+512.50 m,
-59.92 m);
dingly.
COORDINATES. Determine
the
lengths and
+404.23 m); D(436.70 m,
and E(-5.52 m, +7.34 m). Tabulate values accor-
Transcribed Image Text:14. RECTANGULAR bearings of the sides of a tract of land whose corners have the following X and Y coordinates: A(-105.45 m, -127.96 m); B(-289.63 m, -9.05 m); C(+512.50 m, -59.92 m); dingly. COORDINATES. Determine the lengths and +404.23 m); D(436.70 m, and E(-5.52 m, +7.34 m). Tabulate values accor-
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