What are the misclosures in latitude and departure for the traverse shown in Fig. 7-1.? Ans.:...
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What are the misclosures in latitude and departure for the traverse shown in Fig. 7-1.? Ans.: (a.) -0.25 ft and -0.43 ft. (b.) 0.25 ft and -0.43 ft. (c.) -0.43 ft and -0.25 ft. (d.) 0.43 ft and 0.50 ft. What is the error of closure for the traverse shown in Fig. 7-1.? Ans.: (a.) 0.83 ft. (b.) 1.26 ft. 0.45 ft. 0.50 ft da (C.) (d.) What ratio of linear precision was found for the traverse shown in Fig. 7-1.? Ans.: (a.) 5100 5100 (b.) 4900 (C.) (d.) 4775 What is the latitude correction factor per foot of traverse perimeter, of the traverse shown in Fig. 7-1.? Ans.: (a.) 0.000176 ft. 4800 (b.) 0.000180 ft. (c.) 0.000076 ft. (d.) 0.000102 ft. The balanced latitude and departure for Course D-E in the traverse shown in Fig. 7-1. is? Ans.: (a.) -422.10 ft and 159.98 ft. -422.26 ft and 159.88 ft. (b.) (c.) 422.10 ft and -159.98 ft. (d.) 422.26 ft and -159.88 ft. What is the final adjusted bearing for Course B-C in the traverse shown in Fig. 7-1.? Ans.: (a.) N 44° 16' 05" W (b.) N 44° 16' 51" W (c.) N 44° 15' 25" W (d.) N 44° 15'00" W What is the final adjusted distance for Course C-D in the traverse shown in Fig. 7-1.? Ans.: (a.) 568.09 ft. (b.) 568.02 ft. (c.) 568.23 ft. (d.) 568.16 ft. he es to he A N 44 16' 05" W 290.45 t 8 N 40° 28' 52" E N 84 22 40° E 568.09 367.70 ft S 80 55' 47" W 771.16 ft Figure 7-1. Sketch of traverse for Problems 0 451.46ft S 20 44 54 E E What are the misclosures in latitude and departure for the traverse shown in Fig. 7-1.? Ans.: (a.) -0.25 ft and -0.43 ft. (b.) 0.25 ft and -0.43 ft. (c.) -0.43 ft and -0.25 ft. (d.) 0.43 ft and 0.50 ft. What is the error of closure for the traverse shown in Fig. 7-1.? Ans.: (a.) 0.83 ft. (b.) 1.26 ft. 0.45 ft. 0.50 ft da (C.) (d.) What ratio of linear precision was found for the traverse shown in Fig. 7-1.? Ans.: (a.) 5100 5100 (b.) 4900 (C.) (d.) 4775 What is the latitude correction factor per foot of traverse perimeter, of the traverse shown in Fig. 7-1.? Ans.: (a.) 0.000176 ft. 4800 (b.) 0.000180 ft. (c.) 0.000076 ft. (d.) 0.000102 ft. The balanced latitude and departure for Course D-E in the traverse shown in Fig. 7-1. is? Ans.: (a.) -422.10 ft and 159.98 ft. -422.26 ft and 159.88 ft. (b.) (c.) 422.10 ft and -159.98 ft. (d.) 422.26 ft and -159.88 ft. What is the final adjusted bearing for Course B-C in the traverse shown in Fig. 7-1.? Ans.: (a.) N 44° 16' 05" W (b.) N 44° 16' 51" W (c.) N 44° 15' 25" W (d.) N 44° 15'00" W What is the final adjusted distance for Course C-D in the traverse shown in Fig. 7-1.? Ans.: (a.) 568.09 ft. (b.) 568.02 ft. (c.) 568.23 ft. (d.) 568.16 ft. he es to he A N 44 16' 05" W 290.45 t 8 N 40° 28' 52" E N 84 22 40° E 568.09 367.70 ft S 80 55' 47" W 771.16 ft Figure 7-1. Sketch of traverse for Problems 0 451.46ft S 20 44 54 E E
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To answer the question we need to calculate the misclosures in latitude and departure for the traverse shown in Fig 71 and the error of closure for the traverse First lets calculate the latitude and d... View the full answer
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Statistics For Business Decision Making And Analysis
ISBN: 9780321890269
2nd Edition
Authors: Robert Stine, Dean Foster
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