Q1- The deflection angles of closed loop traverse ABCDEF where measured as showing below A 47° 56' 45" В 149° 48' 47° 56' 45" 149 48' 10" N 42° 31' E 10" C 65° 34' 26" 138° 57' 65° 34' 26" 22" 52° 10' 35" F 141° 10' 52° 10' 35 138° 57' 22" 18" 141° 10' 18"

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1- The deflection angles of closed loop traverse ABCDEF where measured as showing below
A
47° 56' 45"
149° 48'
149° 48' 10"
В
47° 56' 45"
N 42° 31' E
10"
65° 34' 26"
D
138° 57'
65° 34' 26"
22"
E
52° 10' 35"
141° 10'
52° 10' 35
138° 57' 22"
18"
141° 10' 18"
If the bearing of AB= N 42° 31' E. Find the Azimuth, Back Azimuth, Bearing and Back Bearing of
AB and BC the sides of traverse.
Q2- In the traverse ABC, the coordinates of points A and B was (200,400) and (350,200)
respectively, the interior angle at B=50° and at C=90°. Find the coordinate of C.
Q3/ For the connected closed traverse ABCDEF as showing below, Find:
1. The corrected AZ. to a line of traverse.
E
AZ 106° 30'
2. The coordinate of point F and G, closing error and relative
accuracy if the known coordinate of A(150,220) and B(129,148.5)
3. The corrected length and AZ. of the line AB and BC by use Bowdich
rule(compass)
A
298° 27'
30 M
B
134° 57'
101° 37'
S 78° 20' E
50 M
Transcribed Image Text:Q1- The deflection angles of closed loop traverse ABCDEF where measured as showing below A 47° 56' 45" 149° 48' 149° 48' 10" В 47° 56' 45" N 42° 31' E 10" 65° 34' 26" D 138° 57' 65° 34' 26" 22" E 52° 10' 35" 141° 10' 52° 10' 35 138° 57' 22" 18" 141° 10' 18" If the bearing of AB= N 42° 31' E. Find the Azimuth, Back Azimuth, Bearing and Back Bearing of AB and BC the sides of traverse. Q2- In the traverse ABC, the coordinates of points A and B was (200,400) and (350,200) respectively, the interior angle at B=50° and at C=90°. Find the coordinate of C. Q3/ For the connected closed traverse ABCDEF as showing below, Find: 1. The corrected AZ. to a line of traverse. E AZ 106° 30' 2. The coordinate of point F and G, closing error and relative accuracy if the known coordinate of A(150,220) and B(129,148.5) 3. The corrected length and AZ. of the line AB and BC by use Bowdich rule(compass) A 298° 27' 30 M B 134° 57' 101° 37' S 78° 20' E 50 M
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