atitude and departure of eachFrom the field notes of a closed traverse shown below, adjust the traverse using Transit Rule. Also, computefor the linear error of closure and relative error.StationABBCCDDEEFFAStationAB3. (From the field notes of a closed traverse shown below, adjust the traverse using Compass Rule. Also,compute for the linear error of closure and relative error.BCCDDEEADistance233.10 m242.05 m191.50 m234.46 m270.65 m252.38 mEngr. Larriz M. SamudioAzimuth from North122° 30'85° 15'20° 00'333° 35'254° 08'213° 00'Distance285.10 m610.45 m720.48 m203.00 m647.02 mAzimuth26° 10'104° 35'195° 30'358° 18'306° 54'Using the adjusted latitude and departure in problem 2, compute the area of the closed traverse using DMD.Using the adjusted latitude and departure in problem 3, compute the area of the closed traverse using DPD.

Given: STATION DISTANCE (m) AZIMUTH AB 233.10 122° 30' BC 242.05 85° 15' CD 191.50 20° 00'…

From the field notes of a closed traverse shown for the linear error of closure and relative error. Station AB BC CD DE EF FA HOW, Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00'

From the field notes of a closed traverse shown for the linear error of closure and relative error. Station AB BC CD DE EF FA HOW, Distance 233.10 m 242.05 m 191.50 m 234.46 m 270.65 m 252.38 m Azimuth from North 122° 30' 85° 15' 20° 00' 333° 35' 254° 08' 213° 00'

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

atitude and departure of each
From the field notes of a closed traverse shown below, adjust the traverse using Transit Rule. Also, compute
for the linear error of closure and relative error.
Station
AB
BC
CD
DE
EF
FA
Station
AB
3. (From the field notes of a closed traverse shown below, adjust the traverse using Compass Rule. Also,
compute for the linear error of closure and relative error.
BC
CD
DE
EA
Distance
233.10 m
242.05 m
191.50 m
234.46 m
270.65 m
252.38 m
Engr. Larriz M. Samudio
Azimuth from North
122° 30'
85° 15'
20° 00'
333° 35'
254° 08'
213° 00'
Distance
285.10 m
610.45 m
720.48 m
203.00 m
647.02 m
Azimuth
26° 10'
104° 35'
195° 30'
358° 18'
306° 54'
Using the adjusted latitude and departure in problem 2, compute the area of the closed traverse using DMD.
Using the adjusted latitude and departure in problem 3, compute the area of the closed traverse using DPD.

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