elow shows the field measurem 290° and the coordinate of poin the traverse. Line Length(m)

Q: nt 1. Convert the given isometric view to an orthographic view. Provide the needed measurement in a…

A: Introduction Orthographic view: The conversation of 3D (isometric view) into 2- Dimensional

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

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Q: Example 9.2. From two triangulation stations A and B the clockwise horizontal an station C were…

A: Given:- Angle BAC=50 o05'25" Angle  ABC=321o55'44" To find:- coordinates of C

Q: If Line AB is due North, the following are the interior angles the polygon ABCDE? The following…

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Q: Draw the orthographic side view of the given image with proper dimensions.

A: TO draw Orthographic Side View of the given image

Q: TRAVERSE DATA W/ OHITTED MEASUREMENTS LUNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N…

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Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB

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

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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: 2. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 152 N 21°00' E 2-3 98…

A: Given closed traverse For closed traverse summation of latitudes and departures is equal to zero…

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

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: Surveying )Find the FB. of the following lines from their B.B. Line AB=75° 30', Line CD=110° 30'…

A: Given, Fore bearing of , Line AB=75° 30' Line CD=110° 30' Line EF=220° 30' Line GH=280° 30'

Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: How to find the measure of the lines? 60 degrees, 127 to 53 degrees, and 125 degrees.  Area =…

A: A figure in which the area and perimeter arearea = 144.1672 perimeter = 71.8077needs to find the…

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

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Q: 5 In taking a stadia traverse, these are formed when connecting the horizontal lines from Point A to…

A: Given data in question  Stadia  Traverse Horizontal lines Connecting points A , B & C. To find…

Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

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Q: What is a latitude of a line? O a. none of the above O b. It is an orthographic projection of a…

A: Projection of line on North-South axis is called Latitude. It is considered positive on North axis…

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: F 31 ° 58 ° X(+) B=(3.3,0,0) m y(+) Z(+)

A: Given:- A coordinate system is given The coordinates of point B = (3.3,0,0) m  Point A lies on the…

Q: Which of the following is not required in compass surveying? O a. Lengths of lines O b. Connecting…

A: Which of the following is not required in compass surveying?a) Lengths of linesb) Connecting linesc)…

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

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Q: Please enlighten me on how did they get those values that I encircled. Thank you very much! I'll…

A: The encircled value of 91.8 kN has come from the concentrated load 34 kN at point B.

Q: below. Find the bearing of line DE and the length of line EA of the closed traverse given the…

A: Given  The traverse is a closed traverse.

Q: 2788.91509^(1.336898)

A: 2788.91509^(1.336898) = 40382.71846

Q: Derive the continuity equation in cartesian co- ordianates.

A: mass flow rate of fluid m=ρAv  where ρ is density of fluid, A is Area And v is velocityDischarge…

Q: 40 mm 30 mm- 10 mm X 5 mm -60 mm- Y₁ 1 Y ---X -60 mm 5 mm T 5 mm -100 mm

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Q: 2. In a length ABCDE, the length of the sides DE and EA could not be measured. Determine the missing…

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Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

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Q: Coordinates method is the most accurate method to find the area     Select one: True False

A: Coordinate method is the most accurate method to find the area . 1. True 2. False

Q: LINES BEARING DISTANCES AB N 28° E unknown BC Due East 250.62 m CD S 320 E unknown DA Due West…

A: Given data in question  Bearings Lengths Closed Traverse  To find out  Unknown length Note Convert…

Q: From the information shown in the following table, find the magnitude of the local attraction line…

A: in the close polygon the part point will be meet with the first point so their is the side FG must…

Q: Irregular Area = 1930 m2 and the offsets from line AB to the Irregular line ( h1, h2, h3 , h4 , h5 ,…

A: Area = A = 1930m2 h1 = 30m h2 = 28m h3 = 15m h4 = 27m h5 = 22m h6 = 13m h7 = 10m

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.