Q2: In the traverse below, find the length of CD, so that the point ADH will be on one line Line Length Azimuth AB 340 85⁰ BC 506 32° CD 350° DH 18° 612 A- L2 340 D 506 621 LI 4 H

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: The moment of inertia (second moment of area) about a horizontal centroidal axis is closest to:…

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Q: 2. Compute the x and y coordinates from the following balanced data. Side Bearing degree minutes AB…

A: Side  Bal. Latitude Bal. Departure Point Co-ord X Co-ord Y     AB -188.388…

Q: LINE LATITUDE (m) DEPARTURE (m) АВ 100 50 ВС 200 200 CA -300 -250

A: Calculating the DMD(Double meridian distance): Double meridian distance of any line=DMD of preceding…

Q: 1. The following is the bearing and length measurements of an open traverse. A) Determine the…

A: (A) Latitude and departure of lines LINE LENGTH BEARING (θ) LATITUDE (cos θ) DEPARTURE (sin θ)…

Q: 3. Complete the table and sketch the traverse, assuming no measurements were obtained for line EF.…

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Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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

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Q: Bearing or Azimuth of Line AB: Dist (m) Observed Interior Angle 0 Reversed Mean Adjusted Corr…

A: A bearing is a clockwise or counterclockwise angle between north or south and a direction. The…

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: A closed traverse is given in tabulated form and it has been asked to determine missing data. Please…

Q: olite.pdf Q | 山 2 17. In Question 16, assuming that the error is the same for each angle, the sum of…

A: Q16 is not given so I can't solve Q17  Below I am solving Q18

Q: for a closed traverse is as follows:

A: GIVEN: Station X (Easting) Y (Northing) 1 0 0 2 52 55 3 106 113 4 162 174 5 220 238 6…

Q: Determine the area of the closed-polygon traverse ABCDEFA given its coordinates on the table shown…

A: Area by DMD Method   DMD of first course = DEPARTURE of the course DMD of Remaining course =…

Q: Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine…

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Q: From the field notes of a closed traverse shown below, adjust the traverse: LINES BEARING DISTANCES…

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Q: ду 5WL3 384EI (5×4369.43722kg x 33m3) 384 х 200GPах 188 × 106 mm

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Q: For the given sets of adjusted latitude and adjusted departure shown in the accompanying tabulation.…

A: For the latitude in the north as positive and south as negative. For the departure in the east as…

Q: USING THE TABLE BELOW DETERMINE THE FOLLOWING USING COMPASS RULE AND DMD METHOD LINE LENGTH,m…

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Q: A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE.…

A: Engineers use information such as lengths and angles between points and lines to determine how to…

Q: If the coordinates of A are 4205.000N and 2370.000E, calculate the coordinates of 8, Cand D using…

A: To compute the coordinates of the stations and calculate the area of the closed traverse.   Given,…

Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine The coordinates of all the points. Coordinates of Points B,C,D & E.

Q: Calculate the co-ordinates of point W. Given: [B] [M] [Z] + 294,000 + 112,876 +391,123 Angle 1…

A: Given:(B) + 294,000 ; + 804,721 (M) + 112,876 ; +764,174 (Z) + 391,123 ; + 116,678Angle 1= 73: 49…

Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: Mean Sea Level referred as a Datum * in surveying False O True Level instrument can be used only to…

A: Mean Sea Level referred as a Datum in surveying is False. False: Because Datum can be any reference…

Q: Observed Bearings Length (m) Computed Internal Adjusted Values Line Forward Вack Sta Cor Interior…

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Q: Table 5 Line Bearing N 66-27 E S 40-32 E S 23-03 W N 73-58 W N 15-30 W Distance AB BC CD DE EA…

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Q: Find the length of DA Find the bearing of DA Find the Area of traverse ABCD

A: Length and bearing of line DA can be founded by latitude and departure - So, first we will determine…

Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: Problem: Below, tabulated data of an open compass traverse. LINE DIST(M) FB BB N 45deg, 00min W S…

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Q: Lines Bearing Distances(m) АВ N 60-30 W 68.75 ВС N 80-30 E 125.90 СА

A: Given data in question  Bearing  Distances  Closed Traverse  To find out  Angle  Distance  Note…

Q: STATIONING PC PT PC2 PCC PT2 PC3 PRC PT3 END

A: Station of end point of curve = Station of starting point of curve + Length of curve Stationing is…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: Given the following data fora closed traverse in which the lengths of sides CD and DE are unknown…

A: To determine the length of unknown sides, we have to first calculate bearing, latitude and…

Q: 3700 500 3850 450 B 2700 450 630 3820 4 2900 175 1 3 А 2

A: The staff reading taken firstly as back is termed as Back sight (B.S.) The staff reading taken in…

Q: Eち 30 30 /30 30 E0-300,86=2007Ec=400

A: Given values: εa=300εb=200εc=400 Taking components along X-axis and Y-axis-…

Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

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Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: AZIMUTH 225°00 LINES DISTANCES A-B 1200 m B-C 346 00 1400 m C-A 票 畫 E ----- N-

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Q: 3) The line AD was measured as parts and full length with the same observation conditions, the…

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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.