Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
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Chapter 7, Problem 7.6P
In Problems 7.6 through 7.? I9, convert the azimuths from north to bearings, and compute the angles, smaller than 180° between successive azimuths.
?.6
65°26’37”,12T°25’46”?254°23’07”, and 295°14’08”
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B(E=5000E,N=6000)
1) compute the Easting and the Northing of the points A,C,D and E 2) compute the azimuths GAB and GAE
3) compute the deflection angle between AB and BC and the deflection angle between CD and DE
The magnetic bearing of line AB was observed to be S 30° E, when the declination was 2° west. Point C was sighted from B and the deflection angle 10° (L) was observed. What is the true azimuth of line CB?
1. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point B. 2. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the azimuth of line AB?
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
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- FUNDAMENTALS OF SURVEYING All azimuths are measured from South.All angles must be written to the nearest minute only.All latitudes and departures must be written to two decimal places only. The Bearing line AB is N 55o44’ E and the bearing of the next line BC is N 25o 12’ W. Compute the deflection at point Barrow_forwardCompute the true azimuth from the north of line CD, S 28°24’ W if the magnetic declination in the locality is 02°05’ West Group of answer choices a. 30°29’ b. 206°19’ c. 26°19’ d. 210°29’arrow_forwardTwo points A & B are 3850 m. and 4714. 05 m from a third point C, from which the measured vertical angle to A is 3o 30’ and that to B is 2o 51’13”. What is the difference in elevation considering the effect of curvature and refraction?arrow_forward
- 1. A triangular piece of land ABC (clockwise) has the following directions in azimuth fom South. AB = 225o23’, BC = 325o20’, CA = 100o10’ Compute the interior angles. 2. An open traverse ABCDE has following azimuth from South: AB = 250o30’ BC = 280o20’ CD= 210o45’ DE = 150o50’ Required: Deflection angles at points B,C, and D. Draw the figure properly.arrow_forwardConvert the following azimuths to equivalent bearings AZn BC = 122°46’arrow_forwardA transit with a stadia constant equal to 0.30 is used to determine the horizontal distance betweeen points B and C, with a stadia intercept reading of 1.75 m, the distance BC is equal to 185.87m. Using the same instrument, it was used to determine the difference in elevation between B and D having a stadia intercept reading of 2.42 m at D at a vertical angle of (+) 6-30-00. Compute the difference in elevation of B and D. a.26.91 b. 28.90 c. 22.78 d. 23.78arrow_forward
- Convert the following bearings to equivalent azimuths a. AB, N 25°25' W b. BC, Due Eastarrow_forwardYsing the compass (Bowditch) rule and the azimuths from the north, determine the following: 3.1 the absolute value of the balanced departure of AB is ______ meters. 3.2 the absolute value of the balanced departure of BC is _____ meters. 3.3 the absolute value of the balanced departure of CD is _____ meters. 3.4 the absolute value of the balanced departure of DE is _____ meters. 3.5 the absolute value of the balanced departure of EA is _____ meters. 3.6 the absolute value of the balanced latitude of AB is _____ meters. 3.7 the absolute value of the balanced latitude of BC is _____ meters. 3.8 the absolute value of the balanced latitude of CD is _____ meters. 3.9 the absolute value of the balanced latitude of DE is _____meters. 3.10 the absolute value of the balanced latitude of EA is _____meters.arrow_forwardthe magnetic azimuth reckomed from north of a line is 205'40'. if the magnetic declinination if 3'15' east, the true bearing of the line isarrow_forward
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