1. OMITTED MEASUREMRNTS. For each of the four traverses given in the accompanying tabulations, the length and di- Compute the latitudes and rection of one side are unknown. departúres of the given sides and determine the length and beazing (or azimuth) of the omitted side. DISTANCE LENGTN AZIMUTH LINE BEARING SIDE (m) (m) FROM NORTH S 40°58'E S 15°45'W AB 297.66 |- 2 112° 06' 178° 50' 290° 30' 453.73 206.60 2 - 3 486.08 CD Unknown Unknown 3 - 4 398.27 DE N 2 1°05'w N 48°13'E 386.25 4 - 5 Unknown Unknown EA 258.37 5 - I 75° 42', 400.15 COURSE LENGTM AZIMUTH DISTANCE, (m) FROM SOUTH LINE BEARING (m) JK Unknown Unknown 270°00' 29 15' 90°00' N 70° 15'E N 82* 23'E N 79°50'w KL AB 415.50 381.92 LM BC 220.32 203.94 MJ CD 230.06 135.30 DA Unknown Unknown 2. ONT eran

1. OMITTED MEASUREMRNTS. For each of the four traverses given in the accompanying tabulations, the length and di- Compute the latitudes and rection of one side are unknown. departúres of the given sides and determine the length and beazing (or azimuth) of the omitted side. DISTANCE LENGTN AZIMUTH LINE BEARING SIDE (m) (m) FROM NORTH S 40°58'E S 15°45'W AB 297.66 |- 2 112° 06' 178° 50' 290° 30' 453.73 206.60 2 - 3 486.08 CD Unknown Unknown 3 - 4 398.27 DE N 2 1°05'w N 48°13'E 386.25 4 - 5 Unknown Unknown EA 258.37 5 - I 75° 42', 400.15 COURSE LENGTM AZIMUTH DISTANCE, (m) FROM SOUTH LINE BEARING (m) JK Unknown Unknown 270°00' 29 15' 90°00' N 70° 15'E N 82* 23'E N 79°50'w KL AB 415.50 381.92 LM BC 220.32 203.94 MJ CD 230.06 135.30 DA Unknown Unknown 2. ONT eran

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

100%

1. OMITTED
given
rection of one side are unknown.
departúres of the given sides and determine the length
beazing (or azimuth) of the omitted side.
MEASUREMENTS. For each
of the
tabulations,
four
traverses
in the accompanying
the length and di-
Compute the latitudes and
and
DISTANCE
LENGTH
AZIMUTH
LINE
BEARING
SIDE
(m)
(m)
FROM NORTH
S 40°58'E
S 1 5°45'W
AB
297.66
| - 2
11 2° 06'
178 50'
290° 30'
453.73
206.60
2- 3
486.08
CD
Unknown
Unknown
N 2 1°05'w
N 48°13'E
3 - 4
398.27
DE
386.25
4 - 5
Unknown
Unknown
EA
258.37
5 - I
400.15
75°42'.
COURSE
LENGTM
AZIMUTH
DISTANCE,
(m)
FROM SOUTH
LINE
BEARING
(m)
JK
Unknown
Unknown
270°00'
29 15'
90°00!
N 70° 15'E
N 82° 23'E
N 79°50'w
KL
AB
415.50
381.92
LM
вс
220.32
203.94
MJ
135.30
CD
230.06
DA
Unknown
Unknown
2.

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