Given the observed data of a closed traverse, determine the latitudes and departures of each line. Line Length Azimuth from North AB 161.460 m 228°20’ BC 180.490 m 267°43’ CD 171.830 m 352°01’ DE 229.700 m 82°12’ EA 130.550 m 131°48’   * Indicate the sign for latitude and departure * Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.

Q: From the following measured interiror angles of a five sided figure, compute the following: Station…

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Q: correction Station Station Distance (m) 11.55 Adjusted interior angle 103°22'| 102°57' | 103° 9'…

A: From the table given in problem, the summation of mean observed interior angle is: ∑=541°36' Also…

Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: Q1) The following angles and distance were measured in the closed loop traverse (ABCDEFA),Draw the…

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Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

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Q: Given the data of a mathematically closed traverse. LINE. ****** LAT ** ***** DEP AB ****** 1977…

A: From the principle of closed traverse  Summation of Latitudes and departure should be equal to zero.…

Q: Determine principal stress

A: Given data : Normal stress along X axis (σX)=-200 psiNormal stress along Y axis (σy)=100 psiShear…

Q: RENATA y): For the traverse shown in Figure 1, point P has coordinates of x-110.110 m, y=165.220…

A: We can adjust Latitude and departures by 2 methods . 1) Compass rule . 2) Transit rule .

Q: - DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m)…

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Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

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Q: From the following observations, what is the closing error? Line AB BC CA O Length (m) 92.96 157.63…

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Q: Determine the latitude and departure of each course based on the observed data of a closed traverse.

A: Given data in question  Length  Bearing Closed traverse To find out  Latitude Departure

Q: Q3) The following corrected azimuths were calculated in a traverse of (ABCDEA), calculate: 1-The…

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Q: Item Problem No. The following close traverse data are collected in the field by the students of GE…

A: As per our guidelines we are supposed to answer only one question. Kindly repost the other questions…

Q: o-Newton per cubic meter. Calculate the following: a. Convert the unit in pcf (Pounds per cubic…

A: UW=19.6kNm3Convert into…

Q: 616.05 690.88 64 21'15" 64° 53'30" B 206° 35'15" Field data unadjusted 107°33'45" D 96° 38'45"…

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Q: Line Length Azimuth AB 357.20 99°45' BC 183.18 154°45' CD 430.05 242°30' DE 425.18 353°15' Using…

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Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: Compute for the following and show the tabulated solutions: Azimuth (S) LINES AB Length 1,020.87 m…

A: Given Data: It is asked to compute latitudes and departures and bearings of travers lines.

Q: Problem 1 (10 points) The following interior angles of a triangle traverse were measured with the…

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Q: Find the latitudes and departures of the following: 1. N 38° 30' E, 150.23 m. (SOLVED) 2. S 45° 10'…

A: Find the latitudes and departures

Q: SITUATION. A close traverse has a following data: Departure -500 m Course Distance Latitude А-В…

A: To find corrected departure of BC using compass rule

Q: Given the data of a mathematically closed traverse. LINE. ****** LAT ****** DEP AB ****** 19.77…

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Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: cem Problem No. The following close traverse data are collected in the field by the students of GE…

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Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: Required :- Bearing of the line between point A & C.

Q: Adjust the traverse using the TRANSIT RULE, and determine the following:a)  azimuth (from north) of…

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Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

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Q: Problem 4 From the closed traverse data shown. (Note: In the computation of latitude, departure,…

A: Azimuth from south is given, so first convert it into bearing. LATITUDE = LCOSθ DEPARTURE = LSINθ L…

Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

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Q: Using the previous exomple, balonce the departures and latitudes using the trorsit rule Corrr"or DEP…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note:- Dear student as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

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Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: To Determine Bearing of line between point A and C.

Q: kindly answer immediately this is in the surveying subject

A: 1) If the azimuth is greater than 90° and less than180° then it is in SE quadrant and if azimuth is…

Q: Calculate the correction for departure of BC, using compass rule: Line Length (m) Consecutive…

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Q: Answer fast.

A: Approach to solving the question: To calculate the azimuths for each segment, we will follow these…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.