Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the missing data. Line Length Bearing AB 382.500 m Due East BC 248.780 m S 89°25’ E CD Unknown S 27°45’ W DE 220.420 m Unknown EA 443.490 m N 40°08’ W Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.

Q: Q: A not to scale sketch illustrating a theodolite measuring the top of a shed shown below with the…

A: Given data in question  Slope distance 264.948 m Horizontal angle 215°52`28`` Vertical angle…

Q: traverse are as follows: AB= 202.74, BC=285.87, CD=499.37, DE=321.33, and EA = 382.78. (Note: Assume…

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Q: [Exercise 1] Measure the height difference between points A and B with a level instrument. It is…

A: Elevation of point A (Ha) = 12.658 m Centre cross reading at point A = 1526mm Centre cross reading…

Q: On a vertical photograph of flat terrain, section corners, which are a nominal 1-mi apart, appear a…

A: Part A :- d= 3.319 in.f= 3.5 in.Part B :-d= 68.14mm, f= 156.4mm

Q: 3. From Figure 3.1, describe why we have to keep distance from level to back sight equals level to…

A: To describe why we have to keep distance from level to backsight equal to foresight.

Q: UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF…

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Q: Given the following data, calculate the elevation of hilltop point B. Slope dist., S Zenith angle…

A: Given data: S=2935.260mZenith angle (Z)=108°43'37''BM EA=308.420m Figure:

Q: HI PLEASE HELP CAN YOU HELP ME WRITE CONCLUSION (ATTACHED PHOTO ARE THE DATA AND RESULTS). ITS ABOUT…

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Q: Given the three-wire leveling note below, find the elevation of BM2 and perform the customary…

A: Given: The data for the three-wire levelling is given as: To Determine: The elevation of BM2 and…

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: 1. Using the information below, determine the following: a. Sketch of the traverse (label properly)…

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Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line  Length Bearing Difference Forward Backward Forward Backward in bearing reading…

Q: Course Bearing Length (m) АВ S 60° E 50 ВС N 30° E 100 CD 200 DA 151

A: Bearing of line AB and BC and Length of 4 lines are given these four lines join to make a…

Q: MISSING SIDES DATA : LINE DISTANCE(m) BEARING АВ 43.50 N 75° 20' E ВС 42.10 S 620 40' E CD 39.70 S…

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Q: The following records refer to an operation involving reciprocal levelling. Staff reading Instrument…

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Q: Horizontal angle measurement

A: A theodolite is used to measure horizontal as well as vertical angles.  Measurements are taken with…

Q: 1) Find, the unknowns ("aaa" through "Beg") in the table of closed traverse starting from BM and…

A: Rise and fall are the value equal to the difference in reduced levels between the two consecutive…

Q: N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE…

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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: From the field notes of a closed traverse shown below, Lines AB BC CD DA Bearing N 53 27' 0"E S 66…

A: Given: Lines Bearing Distance (m) AB N 53o27'0''E 59.82 BC S 66o54'0''E 70.38 CD S…

Q: The following bearings are takeh oh a close compass and up the table. LINES BEARINGS | Azimuth (N)…

A: Given: Bearings, Azimuth, Deflection angles We will draw the traverse according to the bearings and…

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

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Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

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Q: Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30"…

A: A closed traverse ABCDEA is given. The bearing of line DE is S81°42'15''E The sum of latitudes =…

Q: Line Length Azimuth from South AB 867.460 m 284°12’ BC 1272.410 m 15°18’ CD Unknown…

A: Answer We can determine the unknowns of closed traverse using the Latitudes and Departures of line…

Q: Complete the notes, find the elevation of point A and state the error in the network. Determine the…

A: HI= Elevation +BS Elevation= HI-FS

Q: You have been asked to determine the bottom of steel elevation for the Cuyahoga Valley National…

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Q: kindly answer this immediatelyy, thankyou somuch!! -If the horizontal distance was 1005.803 m and…

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Q: For the following elosed traverse, compute the magnetic bearings of sides AB, BC, CD, DE, and EA.…

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Q: QIA) The following are the bearings observed in traversing. Calculate the interior angles of the…

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Q: The tabulation shows the notes for a line of stadia level. The stadia interval factor is 99 5 and…

A: The question is based on the notes of stadia level. The backsight, foresight, and stadia interval…

Q: A distance of 500m is to be taped with an error of not more than 10.10m, how accurately each 50m…

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Q: 4. Using the following information, determine the elevation at Point B and Point C. Setup @ A Elev…

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Q: The following observations are taken from the field work Course/Line AB Length (m) 399.233 Bearing S…

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Q: Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220°…

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Q: 2. Complete the mising data. UNE DISTANCE (meter). BEARING 1-2 123 4450 140.2336 146.3536 1648688…

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Q: 3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E…

A: The Values in Positive x- Direction are Eastings. -ve X-directions as Westings+ve Y-Direction as…

Q: UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places. FUNDAMENTALS OF…

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Q: line LATITUDE DEPARTURE BEARING LENGTH АВ -2.5 |15.5 1.5 4.5 BC 3 CD DE EF 3 N 36.87 W |-2 -6 7 4.5…

A: Calculate the length using pythogoras theorem Length of line =latitude2+departure2 1. AB…

Q: Item Answer Length of connecting line Bearing of connecting line Length of BC Bearing of DA

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Q: Compute the distance of the missing side LINE BEARING DISTANCE AB Due North 100 m BC Due East 20 m…

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Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.