Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Textbook Question
Chapter 7, Problem 7.13P
For a bearing DE = NUS 5 53’56 ”WT and angles to the right, compute the bearing of PG if angle DEF 2 88°12’99” and EFG 2 40°20’30”.
Expert Solution & Answer
Learn your wayIncludes step-by-step video
schedule07:02
Students have asked these similar questions
Find the bearing and azimuth for the traverse. Angle D bearing 0 degrees East
1) For traverse ABCDE, the bearing of side AB is N 31°10'E, the interior angle of B is 96°18' and the
interior angle of C is 76°44'. Compute the north azimuth and bearings of sides BC and CD.
A
E
D
From the open traverse ABCDE shown below, determine the following:
4
86°08'
43 20
A
E
B.
50 12'
35 35
D
1. Deflection angle of line CD in deg-min.
2. If line CD has a direction Azimuth from South = 300°, determine the bearing of line AB in deg-min.
3. Back bearing of line DE in deg-min.
%3D
Chapter 7 Solutions
Elementary Surveying (14th Edition)
Ch. 7 - Define the different reference meridians that can...Ch. 7 - Prob. 7.2PCh. 7 - Why is it important to adopt a standard angle...Ch. 7 - Prob. 7.4PCh. 7 - Prob. 7.5PCh. 7 - Prob. 7.6PCh. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10P
Ch. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - For a bearing DE = NUS 5 53’56 ”WT and angles to...Ch. 7 - Prob. 7.14PCh. 7 - Prob. 7.15PCh. 7 - Prob. 7.16PCh. 7 - Prob. 7.17PCh. 7 - Prob. 7.18PCh. 7 - Prob. 7.19PCh. 7 - Prob. 7.20PCh. 7 - Prob. 7.21PCh. 7 - Prob. 7.22PCh. 7 - Prob. 7.23PCh. 7 - Prob. 7.24PCh. 7 - Prob. 7.25PCh. 7 - Prob. 7.27PCh. 7 - Prob. 7.28PCh. 7 - Prob. 7.29PCh. 7 - Prob. 7.30PCh. 7 - Prob. 7.31PCh. 7 - Prob. 7.32PCh. 7 - Prob. 7.33PCh. 7 - Prob. 7.34PCh. 7 - Prob. 7.35PCh. 7 - Prob. 7.36PCh. 7 - Prob. 7.37PCh. 7 - Prob. 7.38PCh. 7 - Prob. 7.39PCh. 7 - Prob. 7.40P
Additional Engineering Textbook Solutions
Find more solutions based on key concepts
A soil has c=5 kPa and =32. The effective stress at a point in the soil is 125 kPa. Compute the shear strength ...
Foundation Design: Principles and Practices (3rd Edition)
The reactions at the supports and to draw the shear and moment diagrams.
Structural Analysis (10th Edition)
Students in the materials class prepared three 4 8 concrete cylinders with watercement ratios of 0.50, 0.55, a...
Materials for Civil and Construction Engineers (4th Edition)
How do you define a stream of elements?
Starting Out with Java: From Control Structures through Data Structures (4th Edition) (What's New in Computer Science)
Test Scores #1 Write a program that dynamically allocates an array large enough to hold a user-defined number o...
Starting Out with C++: Early Objects
This is a standard language for working with database management systems. a. Java b. COBOL c. SQL d. BASIC
Starting Out with Java: From Control Structures through Objects (7th Edition) (What's New in Computer Science)
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- 7. A = 51°23' B = 105°39' C=78°11' D=124°47' The four-sided, closed traverse has the following angles and distances: AB= 713.93 ft BC=606.06 ft CD=391.27 ft DA=781.18 ft The bearing of AB is N 64°40'E A N 64°40' E D B C a. Perform a check for angular closure. b. Compute both bearings and azimuths for all sides. c. Compute the latitudes and departures. d. Compute the linear error of closure and the precision ratio.arrow_forwardCourse Bearing Length Interior Angle (Right) AB S 50°54'23'' E 329.722 m A = 120°07'10'' BC 210.345 m B = 59°39'10'' CD 279.330 m C = 248°00'57'' DE 283.426 m D = 86°51'04'' EF 433.007 m E = 102°09'16'' FA 307.625 m F = 103°12'41'' Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b) unadjusted departures and latitudes (c) linear misclosure and (d) relative precision. (Note: line BC bears NE.) If one side and/or angle is responsible for most of the error of closure, which is it likely to be?arrow_forwardcompute the azimuth and bearing of side BCarrow_forward
- Determine the bearing and azimuth of each angle. Angle A bearing is NW.arrow_forward12. Convert from bearing to azimuth. a. S 25° W b. N 35° E c. N 20° Warrow_forwardDate: traverse ABE DE with a А гар Bearing en the following angles crurse DE of S 71°42′15″E; : A = 60°53' 30" B = 215" 58 00", C = 65° 10' 16", D = 111² or' or "s E= 86° 58'45" = (1) Computer argular. angular error (2) adjust angles. (3) Compute bearing for course "EA"arrow_forward
- Line AB вс CD DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 82.94 S71° 33' W 134.62 118 04 215° 00' S48° 0 E 103.04 15.50 100.76 A.) Determine all interior angles? B.) Determine the deflection angles? c) Angles to the rigth on left? b.) Determine each bedring and azimuths of the lines? E.) Draw the surveyed data in the most desirable scale. ( I Bond Parrow_forward3.] A poinqbears 112°T from a ship which then steams 7.3 nautical miles at 196°T. The point then bears 06°T from a ship. a.] Find the distance of the first bearing. b.] Find the distance of the second bearing.arrow_forwardPart A For an azimuth DE = 106°26'48" and angles to the right, compute the bearing of FG if angle DEF=97°44'52" and EFG = 103°15′14". ⒸN37°03′34′W ⒸN37-26°54″W ON52°56′26″W ON52 3306 W Submitarrow_forward
- Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Interior angle 36 °39' 230 °57' 29 °21' 63 °03' Station A C If the bearing of AB is N 31 °33' E, compute the bearings of all sides. (3arrow_forwardProblem 3 Compute the azimuth of line CD given: Azimuth AB= 345°27'37"; angles to the right ABC= 149°50'16", BCD= 311°16'09". |3| Problem 4 of oll liner for a closed traverse ABCDEFGHA that has the folloarrow_forward1.1 What is the azimuth of line AB in Table 1.1. Table 1.1 ANS IN ANS de ANS Station A B 0 tan ANS 1.2 What is the bearing of line AB in Table 1.2. Table 1.2 Line AB N, m 1.4500 1.2300 3.0000 -3.2500 -3-2500 1.2300 Bearing N E, m Azimuth 1.3 What is the azimuth of line AB in Table 1.3. Table 1.3 Line AB 199⁰ 17' 26.00" Station N, m A B Point C 1.4 What is the azimuth of line BC in Table 1.4. Table 1.4 36° 47' 12.00" E E, m 0.5000 0.5000 -1.0000 2.0000 Angle to the right ABC 95° 25' 56.00"arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
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
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning