situation 1] A private parcel was surveyed prior to the construction of a proposed fabrication plant. Table shown below is the technical description of the lot. Length, m 521.22 Bearing N 42 ৩ 21 15"E N 88 °00' 12 "E S8°1'00"W S 88 °2' 88 "W N48° 11 'W Course AB вс 608. 15 565.8 750. 21 430.33 CD DE EA Compute the following: i. Linear error of closure of the lot. ii. Bearing of the Linear error of closure. Using compass rule, compute the new bearing of course DE. Using compass rule, compute the new length of course EA. . iii. iv.

situation 1] A private parcel was surveyed prior to the construction of a proposed fabrication plant. Table shown below is the technical description of the lot. Length, m 521.22 Bearing N 42 ৩ 21 15"E N 88 °00' 12 "E S8°1'00"W S 88 °2' 88 "W N48° 11 'W Course AB вс 608. 15 565.8 750. 21 430.33 CD DE EA Compute the following: i. Linear error of closure of the lot. ii. Bearing of the Linear error of closure. Using compass rule, compute the new bearing of course DE. Using compass rule, compute the new length of course EA. . iii. iv.

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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Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

situation 1] A private parcel was surveyed prior to the construction of a proposed fabrication
plant. Table shown below is the technical description of the lot.
Length, m
Bearing
N 42 ° 21'15"E
N 88 °00' 12 "E
S8°1'00"W
S 88 °2' 88 "W
N48° 11 ' W
Course
AB
521.22
вс
608. 15
CD
565.8
750. 21
430.33
DE
EA
Compute the following:
i.
Linear error of closure of the lot.
ii.
Bearing of the Linear error of closure.
Using compass rule, compute the new bearing of course DE.
Using compass rule, compute the new length of course EA.
Using transit rule, compute the new bearing of course BC.
Using transit rule, compute the new length of course CD.
iii.
iv.
v.
vi.

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