Elementary Surveying: An Introduction to Geomatics (15th Edition)
15th Edition
ISBN: 9780134645964
Author: GHILANI
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Textbook Question
Chapter 7, Problem 7.14P
?.14 Similar to Problem ?.13 El, except the azimuth of DE is 35 D 58 ’06 ” and angles to the right DEF and EFG are 21°44’52” and 86 D 10 ’ 14” respectively.
Expert Solution & Answer
Learn your wayIncludes step-by-step video
schedule08:00
Students have asked these similar questions
6. From a two inaccessible but intervisible points A and B, the angles to two
triangulation stations C and D were observed as follows: Line CD has a distance of
500m. Iong. Compute the distance of the line AB.
Angle CAB = 79°30'
Angle DAB = 28°30'
Angle DBC = 31°30'
Angle DBA = 84°30'
a) 536.48m.
b) 563.84m.
c) 535.68m.
d) 538.46m.
AZIMUTH
1. Convert N 45 36' E to its equivalent azimuths
2. Convert S 65 15' E to its equivalent azimuths
W
Surveying
Chapter 7 Solutions
Elementary Surveying: An Introduction to Geomatics (15th 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 - In Problems 7.6 through 7.? I9, convert the...Ch. 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 - ?.14 Similar to Problem ?.13 El, except the...Ch. 7 - Prob. 7.15PCh. 7 - Course AB of a ?ve-sided traverse runs due north....Ch. 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. 7.26PCh. 7 - Prob. 7.27PCh. 7 - Prob. 7.28PCh. 7 - Prob. 7.29PCh. 7 - For Problems 7.30 through 7.32 the observed...Ch. 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. 7.38P
Additional Engineering Textbook Solutions
Find more solutions based on key concepts
A certain saturated sand has a moisture content of 25.1 percent and a specific gravity of solids of 2.68. It a...
Foundation Design: Principles and Practices (3rd Edition)
1‘21 Same as Problem 1.20, excepi the anicle should be
on safety as related to su rveying-
Elementary Surveying (14th Edition)
Name the two primary factors that make aluminum an attractive structural engineering material.
Materials for Civil and Construction Engineers (4th Edition)
11-1. Determine the moments at A,B, and C, then draw
the moment diagram for the beam. The moment of ine...
Structural Analysis (10th Edition)
The word protocol is often used to describe diplomatic relations. How does Wikipedia describe diplomatic protoc...
Computer Networking: A Top-Down Approach (7th Edition)
Write a for loop that repeats seven times, asking the user to enter a number. The loop should also calculate th...
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
- The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a bearing of S 30 degrees and 00" E. Compute the following: a. Bearing line AB b. Deflection of station Barrow_forwardA is a point having an elevation of 125.64 m., B and C are points of unknown elevation, B is in between A andC. By means of an instrument set 1.45 m above B, vertical angles are observed, that to A being an angle of-14º45' and that to C being an angle of +8º32'. The horizontal distance AB is 547.20 and the horizontaldistance BC is 923.43 m. Making due allowance for earth’s curvature and atmospheric refraction, computethe difference in elevation between A and B.arrow_forwardGiven a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA are 18.00 m, 22.50 m, 38.20 m, and 39.95 m; The respective angles to the right at A, B, C, and D are 267°50', 238°00', 269°00', and 306°10'. Do/Solve the following: а. Sketch the traverse ABCD. b. Adjust the angle to the right at each station. Using the adjusted values, с. Determine the bearings of the traverse lines. d. Calculate the latitude and departure of the traverse lines. e. Find E latitude and E departure. е. f. Find the deflection angle at each stationarrow_forward
- The DMD of the line BC is equal to426.20. The departure of the line AB is 117.56m. What is then the departure of line BC? a. 156.87 m c. 141.24 mb. 191.08 m d. 123.45 marrow_forward7) the azimuth from north of traverse line AB is 225°00'. If the succeeding line BC has a bearing of S 30°00'E, what is the deflection angle of atation B?arrow_forwardA. Compute the azimuths (from the north) given the bearing of course AB and the angles to the right (interior angles) of the closed traverse. D -0.75X 128°2 1.25X 129 31 A 80 45 1.586X- 120 55 112 44 0.25X 148*3 N30 16Earrow_forward
- The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75* 45'. The azimuth of line PR is: A. 9* 15' B. 142* 15' C. 69* 15' D. 217* 45'arrow_forwardPoint C is due East of B and 300 m distance apart. A tower not in line in B and C was observed at B and C having vertical angles of 45 deg and 60 deg respectively. The same tower was observed at point D 500 m west of B. The vertical angle of the same tower as observed from D is 30 deg. The height of the tower is:a. 567.23 mb. 672.93 mc. 771.23 md. 714.51 marrow_forwardFind the bearing and azimuth for the traverse. Angle D bearing 0 degrees Eastarrow_forward
- The magnetic declination in a locality is 20 30' E .Determine the: S 37 deg. 45 min E true bearing 322 deg. 15 min true azimuth from north 217 deg. 45 min true azimuth from south The line has magnetic bearing of S 40° 15' Earrow_forwardProblem 2: In a closed traverse the measured length of the line AB is 245.08 m. If the bearing of the line is S40°35'E, the latitude of the line should be, a. – 186.130m b. +159.44 m c. – 175.64 m d. – 159.44 m e. +186.13marrow_forwardWhat are the length and bearing of the dividing line (passing through point E) that can divide the traverse into two equal parts?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