1. Below is a transit and tape survey notes of a lot, compute the following: a. Balance the latitudes and departures using transit rule. b. Linear error of closure of the traverse, its distance, bearing and relative precision. c. Area of the lot by DMD method in hectares. d. Plot the traverse. Bearin Deflection angle 1-2 N 10° E 55° 31 R 650 m 99° 31 R 895 m 44° 01 R 92° 01 R 68° 56 R STA Line Dist 1 2 2-3 3 3-4 315 m 4 4-5 875 m 5-1 410 m 5.
1. Below is a transit and tape survey notes of a lot, compute the following: a. Balance the latitudes and departures using transit rule. b. Linear error of closure of the traverse, its distance, bearing and relative precision. c. Area of the lot by DMD method in hectares. d. Plot the traverse. Bearin Deflection angle 1-2 N 10° E 55° 31 R 650 m 99° 31 R 895 m 44° 01 R 92° 01 R 68° 56 R STA Line Dist 1 2 2-3 3 3-4 315 m 4 4-5 875 m 5-1 410 m 5.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1. Below is a transit and tape survey notes of a lot, compute the following:
a. Balance the latitudes and departures using transit rule.
b. Linear error of closure of the traverse, its distance, bearing and relative precision.
C. Area of the lot by DMD method in hectares.
d. Plot the traverse.
Deflection
angle
1-2 N 10° E 55° 31 R 650 m
99° 31' R 895 m
44° 01 R 315 m
92° 01' R 875 m
68° 56 R
Bearin
STA Line
Dist
1
2
2-3
3
3-4
4
4-5
5
5-1
410 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4524f223-6ad6-45c3-a381-dd22599af353%2Fa867af6a-32a3-4624-af46-b144daaa65e3%2F22uigfh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. Below is a transit and tape survey notes of a lot, compute the following:
a. Balance the latitudes and departures using transit rule.
b. Linear error of closure of the traverse, its distance, bearing and relative precision.
C. Area of the lot by DMD method in hectares.
d. Plot the traverse.
Deflection
angle
1-2 N 10° E 55° 31 R 650 m
99° 31' R 895 m
44° 01 R 315 m
92° 01' R 875 m
68° 56 R
Bearin
STA Line
Dist
1
2
2-3
3
3-4
4
4-5
5
5-1
410 m
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