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: 4- Find the Adjusted Coordinates of points B.C.D, and E

A: First we need to find the Latitudes and Departures following which the co-ordinates can be found…

Q: 1)Given the following set of stadia level notes. The instrument used has a stadia and C =…

A: Given Stadia interval, k = 100 C = 0.229 Table with back sight and foresight details, Stadia…

Q: 17+55m Eld

A: From above given problem:  1)Types of traverse based on shape:       a) open traverse      b) closed…

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

A: To find :

Q: TITLE: OMITTED MEASUREMENTS INVOLVING TWO NON-ADJOINING SIDES Purpose: a. To learn the determination…

A:

Q: Q1) In the closed traverse ABCDEA, both the tying up triangles and the side lengths of the polygon…

A: First find out the latitude & departure of the given lines. Latitude say  L = lcosθ &…

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

A:

Q: Observed Bearing computed Correation internal angle Adjusted values Iemal Perwerd back angle Sta…

A: Internal Angles Angle A = 210o40I + (360o0I - 332o0I) = 238o40IAngle B = 96o10I - 30o40I =…

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: 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…

A:

Q: CCURSE DISTANCE (m) 496 REARING COURSE DISTANCE (T) 1021 1118 661 REARTNG S 12°25' E S 83°44' x N…

A: COURSE DISTANCE (m) BEARING AB 496 N05°30'E BC 851 N46°02'E CD 856 S67°38'E DE 1021 S12°25'E…

Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: Adjusted Values Corr Interior Angle Observed Bearings Length (m) Computed Sta Internal Angle Line…

A:

Q: LINE DISTANCE BEARING CD 20 m S 850 20' E СА ? N 280 15' W СВ N 650 30' E DA ? N 700 W DB ? N 80°…

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Q: D. Results and Discussion Points Distance Upper crosshair readings Lower crosshair Rod Intercept…

A: Rod Intercept is the difference in reading between upper crosshair and lower crosshair.

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: Homework: Compute the missing lengths & Coords. of traverse points B S 63 24 E 50 m Due (W) S 51 30…

A: line length bearing whole circle bearing   AB 90 0 0   BC L1 S63°24'E 116°36'   CD 50 270°…

Q: m the given data of a closed traverse, compute the bearing of line 5-1

A: GIVEN BEARING OF LINES AND 5-1 IS TO BE CALCULATED

Q: From the ff data of measuring over level ground, determine the: a) b) c) Length of 1ine BA Mean…

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Q: BACKSIGHT FORESIGHT DE im) ELEVATION (m) STA RR (m) VD (m) RR (m) VD (m) (m) (m) BM- I01.245-4° 25'…

A:

Q: The tabulation shows the observerd data of a traverse. Determine the unknown quantities

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

A: Rise =aaa=1.672-1.245=0.427

Q: Due to carelessness of one member some information of the technical description were lost. Bearings…

A:

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

A: Solution Close the traverse with line CE and calculate the latitude and departures Lines Length…

Q: Calculate the interior angles from the following observations: Line PQ QR RS ST TP O O O Bearing S…

A: Draw the rough sketch of the traverse. Then using properties of geometry the internal angles can be…

Q: Question 5 (CLO 2) Line AB BC CD DE EF FG Nature L RL 70°11' 67°12' 40°14' 114°6' 131°30' 113°4'…

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Q: solve for the 2nd table using the above values and bearing of AB. Also, draw the illustration for…

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Q: LINE DISTANCE (m) BEARING 1-2 382.50 Due East S 89°25' E S 27°45' E 2-3 248.78 3-4 Unknown 4-5…

A:

Q: GEng 111 - General Surveying I Problem Set 2 Please show your complete solution logically and…

A: Hi! Thank you for the question.  As per the honor code, we’ll answer the first question since the…

Q: A 100-ft steel tape known to be only 99.98 ft long (under standard conditions) was used to record a…

A: Given data : Measured length (l')=276.22 ftTrue length of chain (L)=100 ftIncorrect length of chain…

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.