Elementary Surveying (14th Edition)
14th Edition
ISBN: 9780133758887
Author: Charles D. Ghilani, Paul R. Wolf
Publisher: PEARSON
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Textbook Question
Chapter 7, Problem 7.3P
Why is it important to adopt a standard angle measuring procedure, such as always measuring angles to the right?
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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
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- Compute the azimuth, deflection angles, angles to the right and the interior angles of all the lines of the given plot, show solutions and illustrations.arrow_forwarda. What is the value of the correction multiplier or "x" ? b. What is the adjusted angle of Angle C? c. What is the correction (to the nearest seconds ) applied to angle A? d. What is the angle of Misclosure?arrow_forwardIn traverse surveying, deflection angle is always O a. less than 90 degrees O b. equal to 90 degrees O c. greater than 90 degrees O d. equal to the difference of 180 degrees, and the interior included angle __?arrow_forward
- How you calculate the difference in elevation between two points by taking the curvature and refraction correction. Subject: Engneering surveyarrow_forwardIn the two-peg of a dummy level, the following observation are taken. Rod Reading on A Rod Reading on B INSTRUMENT SET UP NEAR A 3.463 0.821 INSTRUMENT SET UP NEAR B 4.125 1.307 What is the difference in elevation between A and B? If the line of sight is not in adjustment, determine the correct rod reading on A with the instrument still set up at B. If the line of sight is not in adjustment, determine the correct rod reading on B with the instrument still set up at A.arrow_forwardWhat are the two methods of balancing field angles? Explain how each one is performed. Explain what is meant by balancing latitudes and departures and there is a need to do so.arrow_forward
- The rotational unit has angle markings every 1 degree. What is the reading error on any angle measurements made with this instrument? Give your answer in degrees.arrow_forwardAn externally focusing instrument was set up on the horizontal line between two points A and B. The following readings were observed: Rod Position Upper (m) Middle (m) Lower (m) θ (deg) A 1.546 1.865 1.517 9.3 B 1.589 1.784 1.858 9.2 The given angles were measured from the horizontal. If the stadia interval factor is 99.46, determine the horizontal distance (m) from A to B. Round your answer to 3 decimal places.arrow_forwardGiven the tabulated data below the interior angles of a polygon, determine the following; POINTS Interior Angles A 46° В 122° C 76° 102° E A. The missing angle at station E B. The deflection angle at station B and C C. The angle to the right or to the left for station A and C.arrow_forward
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