Compute the angle (0) from the below figure: A(11150.509, 11825.802) B(11807.821, 11582.456) 402 F(10844.768, 11314.065- 43 E(11573.364, 10708.791) D 0 C 41= 144°47' 29" P2=116° 47' 52" 3=126° 04′ 33"

Q: LENGTH SI DE BEARING (m) 382.50 Due East AB вс 248.78 Unknown S89°25'E s27 45'w CD DE 220.42 Unknown…

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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: A F B AB=225°33'10" BC== 181°44'00" CD==90°01'00" DE=315°22'15" D EF= 50°12'07"

A: Given Data: AB=225o33'10'' BC=181o44'00'' CD=90o01'00'' DE=315o22'15'' EF=50o12'07''

Q: In the polygonal shown below you want to know: a) Calculate the angular error and distribute it.…

A: Station are affected from error we corrected it by taking weightage of all station is same.…

Q: Complete the table. Write NA if the angle is undefined. Do not include the direction of the angle.…

A: Angle to the right means = Direct angle    Direct angle is the angle measured clockwise from the…

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

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Q: Q2: In the traverse below, find the length of CD, so that the point ADH will be on one line Line…

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Q: (Q4) Compute the magnetic declination in the below figure, if you know the magnetic azimuth of the…

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Q: Find the interior angles and corrected angles A, B, C, D Find the total area of the figure

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Q: What is the quadrantal bearing of line OA? 30° 60° 55° 45° O a. 120 deg O b. N 60 deg E O c. 300 deg…

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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: Determine static indeterminacy

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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: GIV the tabu. the following, data angles of a polygon, POINTS Interior Angles LINES/COURSE BEARINGS…

A: Hi! Thank you for the question, As per the honour code, we are allowed to answer three sub-parts at…

Q: determine the bearing of CD and DA determine the length of line CA

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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: 1. Given the connection shown below carrying a load P = The connection consists of four pieces 20mm…

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Q: From the following measured interior angles of a five sided figure: Station Values of Angles ( No.…

A: To find :

Q: 48° 37' AZAB = INT ZA = Azec = INT Z, = E 30° 22' 66° 40 AzCD = INT L = AZDE = INT Z, = 15° 12 15°…

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Q: Calculate: Radius of Curve Chainage of A and B Set out curve by Rankine method

A: angle AOI=φ2=20° In triangle AOIcos20°=R/OI0.9397=R/300R=282ft.

Q: Complete the table below. D LINE AB BC CD 118°37 105°22' 108° 28' E AZIMUTH from North B 120°28¹…

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

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Q: LENGTH (m) SIDE BEARING NO9*30'w N55*06'w S57 35'w s04*05'E AB 413.60 BC CD DE 304.38 407.21 Unknown…

A: Given:- Length bearing To find:- length DE Bearing EA

Q: Determine the interior angle at point D. 184° R BV A D a. 135 degrees b. 135 grads c. 250 degrees d.…

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Q: Given: Lines Bearing S 73 21'E S 40°10'E S 26°42'W Distances A-B 247.20 B-C 154.30 C-D 611.90 D-E N…

A: there are 5 lines( AB, BC, CD, DE, EF, FA) and their bearings, lengths are also given

Q: Q4: From the figure below find the azimuth for each leg, then esimate the allowable angular error.…

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Q: Find the azimuth and distance

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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: Corner Interior Angle A 80° 00' 40" 109° 58 25" 70° 00' 30" 100° 00' 45"

A: It is required to correct the interior angles and then to find the true bearings of all the sides of…

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: Survey Example Problem Interior Line Correction New Station Angle Length (L) Factor Interior Angle A…

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Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data given Find: (a) Angular error (b) Traverse accuracy (c) Adjusted coordinate (d) Adjusted…

Q: 25. CLOSED COMPASS TRAVERSE. The following are the observed lengths and magnetic bearings of a…

A: Step : 1 Compass traverse :- It is one of the types of surveying where we use magnetic compass and…

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

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Q: Solve and check for the unknowns. Use 2 decimal places. SHOW COMPLETE SOLUTION(SHOW HOW EQUATION 1…

A: Consider the following table: Line Length       Bearing                    Latitude…

Q: Give the latitudes and departure by giving your answer up to 3rd decimal point. LINE LENGTH BEARING…

A: Length of line AB (l)  = 475 m Bearing for line AB  = N 31o25' W  means Line AB lies in 4th Qudrant,…

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: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

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Q: (Q1) Compute the coordinate of point P in the below figure, if you know the azimuth of AB equal…

A: azimuth of AB = 240010'05"   co-ordinates of A =(1372.71, 1215.30) θ1=113056'39" θ2=92020'18"…

Q: 10). What are the bearings of sides CD, DE, EA, and AB in the accompanying figure? B A 73°15'19"…

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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: Balance by the compass rule the traverse data tabulated below. Also determine the corrected length,…

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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: 1. PROBLEM 1. A lot in the form of a convex polygon has the following technical description. The…

A: Given, Line                 length                        bearing  AB                   525.36…

Q: Complete the table below. C 118°37 105°22' Sta A B C D E 108° 28' E B 120°28¹ N30°00'W MERIDIAN…

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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.