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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.

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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
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.

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 STA Line Bearing Dist angle N 10° E 55° 31' R 650 m 99° 31' R| 895 m 44° 01 R 315 m 92° 01 R 1 1-2 2 2-3 3-4 4 4-5 875 m 5 5-1 68° 56 R 410 m
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 STA Line Bearing Dist angle N 10° E 55° 31' R 650 m 99° 31' R| 895 m 44° 01 R 315 m 92° 01 R 1 1-2 2 2-3 3-4 4 4-5 875 m 5 5-1 68° 56 R 410 m
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