1. OPEN COMPASS TRAVERSE. The following data are the observed data for an open compass traverse.Adjust the observed directions and tabulate values accordingly. Sketch the traverse.OBSERVED BEARINGLINELENGTHFORWARDBACK452.50m s40 25'w N 40°30'ES55 40'w N 55 50'EN36° 15'w S 35 55'EN73 10'w S 73 30'ES44 45'w N 44 45'Es20 30'E N 21° 00'wAB405.65495.08DE284.15367.29EFFG217,73BCDEL

Answered: Image /qna-images/answer/002265bc-e419-4f70-bc43-d5826a8c0feb.jpg

Answered: 1. OPEN COMPASS TRAVERSE. The following…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

SITUATION E: The following are the observed data for an open compass traverse. Determine the adjusted bearing of line FG, CD, and BC. Line Length Observed Bearing Forward Backward AB 452.50 m S 40°25’ W N 40°30’ E BC 405.65 m S 55°40’ W N 55°50’ E CD 495.08 m N 36°15’ W S 35°55’ E DE 284.15 m N 73°10’ W S 73°30’ E EF 367.29 m S 44°45’ W N 44°45’ E FG 217.73 m S 20°30’ E N 21°00’ W
The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W
The following are the observed data for an open compass traverse.Determine the adjusted bearing of line FG.Line LengthObserved BearingForward BackwardAB 452.50 m S 40°25’ W N 40°30’ EBC 405.65 m S 55°40’ W N 55°50’ ECD 495.08 m N 36°15’ W S 35°55’ EDE 284.15 m N 73°10’ W S 73°30’ EEF 367.29 m S 44°45’ W N 44°45’ EFG 217.73 m S 20°30’ E N 21°00’ W Group of answer choicesS 20°30’ WN 20°30’ ES 21°00’ EN 20°30’ W Determine the adjusted bearing of line CD.Group of answer choicesN 36°51’ WS 36°15’ EN 36°15’ ES 36°15’ W Determine the adjusted bearing of line BC.Group of answer choicesN 55°40’ ES 54°50’ WS 55°50’ WS 45°40’ W
- Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 589.060 m N 87°30’ E BC 291.860 m N 30°30’ E CD 656.980 m S 42°45’ E DE 654.060 m Unknown EF 686.660 m Unknown FA 391.730 m N 07°02’ E Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.
Adjusted Bearing Unbalanced Balanced / Corrected Course Length Latitude Departure Latitude Departure Length The following observations are taken from the field work Course/Line AB Length (m) 399.233 Вearing S 67°07'52.49" E N 13°04'1.69" W N 50º59'6.11° E BC 572.996 CD 640.164 Balance the traverse using the compass rule
Deflection Angle Traverse Given the bearing of each line of a closed traverse ABCDEF, determine the deflection angles of each line. Line Bearing AB S 46°17’ E BC N 23°28’ E CD N 78°55’ W DE S 56°42’ W EF S 13°00’ W FA N 76°05’ E * Sum of Deflection Angle = 360° * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES. (Please answer this problem with accurate and proven solution. Thank u)
The following are the observed data for an open compass traverse. Adjust the observed directions and tabulate values accordingly. LINE LENGTH OBSERVED BEARING FORWARD BACKWARD AB BC CD DE EF FG 462.50 m 405.65 m 495.08 m 284.15 m 367.29 m 217.73 m S 40o25’ W S 55o40’ W N 36o15’ W N 73o10’ W S 44o45’ W S 20o30’ E N 40o30’ E N 55o50’ E S 35o55’ E S 73o30’ E N 44o45’ E N 21o00’ W
Below is a transit and tape survey notes of a lot. a. Compute the angular error of deflection angle. b. Compute the corrected bearing of the lines. Assume that line 1-2 has a corrected bearing of N 13° E. Station Deflection Line Bearing Distance Angle 55°30'R 1 1-2 650 99°30'R 2-3 895 44°00'R 3-4 315 4 92°00'R 4-5 875 68°55'R 5-1 410 23
The following are the observed lengths and magnetic bearings of a closed compass traverse: LINE AB BC CD DE EF FA OBSERVED BEARING "LENGTH FORWARD BACK 330.75 m N34'55'E s 35'00'w 305.43 N56°30'w s 5645'E 325.28 S75°45' WN76.00'E 201.10 S42°15'W N 42° 15'E 225.25 S 38°45'E N39°00'w 375.55 S8515'E N85°30'w Adjust the observed directions of each line and tabulate values accordingly
PROBLEM #1 From field notes of a closed traverse shown below, adjust the traverse using Transit Rule and solve the area using DMD. Station Occupied PROBLEM #2 ABCDE PROBLEM #3 Station Observed B C D E A NOTE: Draw the traverse. Bearing Resolve the problem above using Compass Rule and DPD. Due N N 45° E S 60° E S 20° W S 86°59' W Distance (m) 400 800 700 600 966.34 Solve for the area by triangles of the adjusted traverse (from Problem #2).
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
Problem 3 The following are the observed bearings of a close traverse. Compute the error of interior angle, and compute the bearing of each line. Assume line "DE" is the best line. Draw the traverse. CORRECTED BEARINGS LINE AB BC CD DE EF FA LENGTH 99 m 48 146 119 43 ≈57 OBSERVED BEARINGS FORWARD S 81°33' E S 42°13' E S 30°48' W N 35°55' W N 45°33' E N 28°11' W BACKWARD N 80°18' W N 43°20' W N 31°03' E S 35°55' E S 45°40' W S 27°25' E FORWARD BACKWARD

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS