Elementary Surveying: An Introduction To Geomatics (15th Edition)
15th Edition
ISBN: 9780134604657
Author: Charles D. Ghilani
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Textbook Question
Chapter 10, Problem 10.2P
The sum of seven interior angles ofa closed-polygon traverse each read to the nearest 3 ” is $99 a 59 '39 ” . What is the misclosure, and what correction would be applied to each angle in balancing them by method 1 of Section 10.2 E?
Expert Solution & Answer
Learn your wayIncludes step-by-step video
schedule02:01
Students have asked these similar questions
What is the area of a triangular field for which two of the side lenghts are 50 ft and 60 ft and the included angle between these two side is 75 degrees?
What is meant by angle misclosure?
As per plan, the distance between two telephone poles is 2356.35 meters. If the location of one is known in the field and the second is to be laid with a 50 m tape known to be 0.02 meter too short, along an average ground slope of 2.5%. Determine the actual length to be laid along the ground surface.
Chapter 10 Solutions
Elementary Surveying: An Introduction To Geomatics (15th Edition)
Ch. 10 - In adjusting measured traverse angles‘ why aren’t...Ch. 10 - The sum of seven interior angles ofa...Ch. 10 - Prob. 10.3PCh. 10 - Prob. 10.4PCh. 10 - Balance the angles in Problem 9.22 El. Compute the...Ch. 10 - Prob. 10.6PCh. 10 - Prob. 10.7PCh. 10 - Prob. 10.8PCh. 10 - Prob. 10.9PCh. 10 - Prob. 10.10P
Ch. 10 - Prob. 10.11PCh. 10 - Prob. 10.12PCh. 10 - Prob. 10.13PCh. 10 - Prob. 10.14PCh. 10 - Prob. 10.15PCh. 10 - Prob. 10.16PCh. 10 - Prob. 10.17PCh. 10 - Prob. 10.18PCh. 10 - Prob. 10.19PCh. 10 - Prob. 10.20PCh. 10 - Prob. 10.21PCh. 10 - Prob. 10.22PCh. 10 - Prob. 10.23PCh. 10 - Prob. 10.24PCh. 10 - Prob. 10.25PCh. 10 - Prob. 10.26PCh. 10 - Prob. 10.27PCh. 10 - Prob. 10.28P
Additional Engineering Textbook Solutions
Find more solutions based on key concepts
Describe a scenario that would require a very extensive site investigation and laboratory testing program (i.e....
Foundation Design: Principles and Practices (3rd Edition)
During calibration of an LVDT, the data shown in Table P1.55 were obtained. Using a spreadsheet program, plot t...
Materials for Civil and Construction Engineers (4th Edition)
(a) The influence lines for the moment at C.
Structural Analysis (10th Edition)
One byte of memory consists of __________________ bits.
Prelude to Programming
Explain what will happen if you leave the WHERE clause off your answer to question 3.44.
Database Concepts (8th Edition)
The switch shown in Fig. P 7.4 has been open for a long time before closing at t = 0.
Figure P7.4
Find io(0−),...
Electric Circuits. (11th Edition)
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
- Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’ E meets at Sta V which is also at point B. If Sta PC is one fifth away from point B, find the stationing of PT if point A is at 20 + 150 m.arrow_forwardGE 1211 Assignment No. 3 Triangulation Given the polygon shown in Figure 1 which is a part of a triangulation system. The straight lines BE and AD are equal in length and point O is located at their midpoint. The azimuth of line BC is 255 degrees. If the angle θ = 70 degrees and length AB is equal to 500 meters, determine the length of CD. Note that α = 90 degrees. 90° 2. Three Church steeples A, D and E are three triangulation observation points with CD=625 m, and DE=615 m, angle EDC = 125°. A transitman at station B wanted to know his position with respect to triangulation point C and he measured angle CBD to be 42°30’ and angle DBE to be 43°. Compute: a. the angle DCB and distance BC b. the coordinates of station B if line CD has and azimuth of 255°50’ and the coordinates of C is N=14500.36 ; E=18356.45arrow_forwardList at least five (5) advantages and five (5) disadvantages of using the Trapezoidal Rule in computing the area of a given closed traverse.arrow_forward
- Plot the following ground obstructions on an obstruction diagram.From an azimuth of 65° to 73° there is a building with an elevation of 20°.arrow_forwardwhat's the answer in #4? Angle to the right of line DE=?arrow_forwardA pentagonal lot has the following data. SIDE AZIMUTH DISTANCE(M) AB 198° 30' 108.20 BC 288° 98.60 CD 356° 30' 112.40 DE 42° 20' 120.00 EA ? ? Find the following: a) bearing and distance (m) of line EA b) area of the lot ( in m2 ) and (in hectare) c) DMD (Double Meridian Distance) of line BC d) DPD (Doubel Parallel Distance) of line DE Kindly show a full and detailed solution, thank you!arrow_forward
- In a triangular-shaped lot ABC, the two sides and the included angle are: CA=90.95 m, BC=73.80 m, and angle C=43°15'. The length of the remaining side isarrow_forwardA vertical pole consist of two parts, each one half of the whole pole. At a point in the horizontal plane which passes through the foot of the pole and 36 feet from it, the upper half of the pole subtend an angle whose tangent is 1/3. How high is the pole?arrow_forward15. Given the two angles of a triangular lot mark as ABC (plotted clock wise). Angles A and B are both 22o35’. Sides BC and CA are both 45.55m. a. Compute the area of the lot. b. Determine the length of side AB. c. Determine the bearing of side BC if the bearing of side AB is Due Westarrow_forward
- A distance is measured along a 15°30’slope and found to be 1,000??. What is the horizontal distance measured? (a)963.63?? (b)267.24?? (c)277.33?? (d)1,036.37??arrow_forwardThe angle comes 11.096 but how explainarrow_forwardThe cross section notes of a ground surface at sta 1+200 of a road survey shows that theground is sloping upward to the right at a 10% grade. The elevation of the ground along thecenter line of the proposed road at this station is 150 m and that of the finished subgrade is152, width of the subgrade is 7.00 m with sidelopes of 1.5:1. Compute the elevation at theslopestakes.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:PEARSONPrinciples 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 EducationTraffic 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