Solve for the unknown values in table 1 and 2 in handwriting

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Solve for the unknown values in table 1 and 2 in handwriting. Thanks.
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
in the accompanying tabulations,
of the
four
traverses
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
75° 42',
400.15
COURSE
LENGTM
AZIMUTH
DISTANCE,
(m)
FROM SOUTH
LINE
BEARING
(m)
JK
Unknown
Unknown
270°00'
AB
вс
N 70° 15'E
N 82° 23'E
N 79°50'w
KL
381.92
415.50
LM
203.94
220.32
29 15'
90°00!
MJ
135.30
CD
230.06
DA
Unknown
Unknown
2. ONT nan
Transcribed Image Text: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 in the accompanying tabulations, of the four traverses 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 75° 42', 400.15 COURSE LENGTM AZIMUTH DISTANCE, (m) FROM SOUTH LINE BEARING (m) JK Unknown Unknown 270°00' AB вс N 70° 15'E N 82° 23'E N 79°50'w KL 381.92 415.50 LM 203.94 220.32 29 15' 90°00! MJ 135.30 CD 230.06 DA Unknown Unknown 2. ONT nan
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