2. Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles to the right, using the directions listed: FAB = 118°26'59" ABC = 123°20'28" BCD = 104°10'32" CDE = 133°52'50" %3D DEF 108°21'58" %3D EFA = 131°47'13" Bearing AB = S28°18'42"W

2. Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles to the right, using the directions listed: FAB = 118°26'59" ABC = 123°20'28" BCD = 104°10'32" CDE = 133°52'50" %3D DEF 108°21'58" %3D EFA = 131°47'13" Bearing AB = S28°18'42"W

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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· A closed traverse has the following data: Line Length (m) Bearing АВ 152.132 N44°48'W ВС 128.562 N12°35'W CD 155.436 N78°51'E DE 141.657 S16°12'E EA 137.544 S24°53'W a.) Adjust the traverse using compass rule and determine the area using DMD, b.) Adjust the traverse using transit rule and determine the area using DPD.
Q5) If |BC| = 166.176 m, determine Azimuth (AB), JAB| and coordinates of point C x=906.54m B x=879.94m A y388.09m 115.91g y=253.95m
V;19 | ZAO N O o GOX U | KOREK Traverse_ho... 0:- The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right A AB 50 290 B 90 BC 65 95 CD 61 D 120 DE 50 E A
Azimuth sides of traverse ABCDEFA are given below: AB=290°45' BC=250°48' CD=196°12' DE=175°24' EF= 112°18' FA= 30° 0O'Compute the Interior angle OA=80°45' ,OB=140°03' ,0C=125°24' , OD=159°12' ,OE=116°54' OF=97°42' OA=80°45',OB=140°00' ,eC=125°00', OD=159°10' ,OE=116°50' OF=97°40' OA=80°45' ,0B=141°03' ,0C=125°24' , OD=159°12' ,OE=116°54' OF=97°42' EA=80°45' ,OB=140°03' ,eC=125°24' , OD=159°20' ,OE=116°54' OF=97°00' EA=80°45' ,OB=140°30' ,eC=125°24', OD=159°12',OE=116°53 eF=97°42' OA=80°40',OB=140°03' ,eC=125°24', OD=159°12' ,OE=116°54' OF=97°42'
A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344 190°50'35" CD 134.254 340°20'20" DE 133.781 289°14'30" EA 175.658 71°37'10" a.) Adjust the traverse using compass rule. b.) Determine the linear error of closure (m). c.) Determine the bearing of misclosure. d.) Determine the relative precision.
Compute azimuths of all lines for a closed traverse ABCDEFA that has the following balanced angles to the right, using the directions listed in Problems 7.21 and 7.22. ABC = 123°20'28", BCD=104°10′32″, CDE = 133°52′50", EFA=131°47′13". FAB=118°26'59", DEF=108°21'58", 7.22 Azimuth DE = 116°10'20". Course AB BC CD DE EF FA Azimuths 294°46'30" 238°06'58" 162°17'30" 116°10'20" 44°32'18" 356°19'31"
A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N 72°10' E S 48°13' E BC CD 12.83 DE 64.86 EA 107.72 8. Find the bearing of line AB. A. N 36°46' E B. S 36°46' W C. S 31°30' W D. N 31°30' W 9. Find the length of line BC. A.101.84 B. 137.84 C. 121.84 D. 147.84
Bearing Angle Traverse Given the tabulated measurement of a closed traverse with unknown length and bearing of line EA, determine the following: The Latitude and Departure of each Line. The Length of Line EA. The Bearing of Line EA. Plot the Traverse. Line Length Bearing AB 585.730 m S 47°10’ E BC 496.080 m N 65°38’ E CD 999.900 m S 79°52’ E DE 795.340 m N 55°25’ E EA Unknown Unknown Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. Note: Please be accurate in providing solution. Thank you so much.
Q1/ The data given in Table below were obtained for an anti-clockwise closed-loop traverse. The azimuth of AF 136° 25' 12'. Determine the adjusted traverse by Bowditch's method Length Internal Correction Corrected angle Station (m) Int. angle 17.098 130 1845"| <-2" 130°18'43" 102.925 110°18°23" 110°18 21" - 2" - 2" - 2" 99 32'35" 33.866 116 18°02" C 92.782 9932'33" 116 18'00" 63.719 119 46'07" <-2" 119°46°05" F 79.097 143°46°20"| - 2" 143 46'18" Σ 389.487 720°0012"| - 12" 720 00'00"
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
20 For the following closed traverse find the Azimuth of Line ED in the closed traverse if angle X was 65o 43'? Note: write the answer in degrees format (i.e 20o 30' can be written as 20.5 degrees) * B. А D E- Point A B D E Angle 71. 45' 00" 147° 57' 00" 132° 15' 00" 107° 33' 00"
SITUATION III: A closed traverse has the following Data. LINE BEARING DISTANCE AB S 15°36'W 24.22m ВС N 69°11'E 15.92m CD N 57°58'E DA S 80°43'W 6. Find the distance of line DA. a. 77 m b. 79 m c. 75 m d. 73 m 7. Find the distance of line CD. a. 75.56 m b. 77.45 c. 76.33 d. 78.21