The following data were collected while running a closed traverse ABCDA. Calculate the unknown bearing of DA. LINE LENGTH (m) BEARING S 1°25' W N 89°50' E АВ 330 ВС Unknown CD 411 N 5°00' W DA 827 Unknown

Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

A:

Q: OCC A B C D DISTANCE (m) ? 150.932 ? 209.613 E F 134.912 F A 110.147 Sketch the data above and solve…

A: first convert the bearing in WCB

Q: an eria BEARINGS S 75'48' E S 15°18' W S 68°06' W COURSE DISTANCES 867.46 m 1272.41 m АВ BC CD…

A:

Q: and accurately the interior angles of the traverse.

A: This question is from Surveying.

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

A:

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: The following Bearing taken on a closed compass. LINE FORWARD BEARING BACKWARD BEARING АВ S37°30'E…

A: Sketch of the closed traverse Find Interior angles ∠A = Forward bearing of AB + Back bearing of…

Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

A:

Q: Complete the table by referring to the data below: - compute for the lat and dep - compute LEC and…

A: Solution: Solving by Transit rule: Corrected Lattitude: Clat=-Lat. ∑Lr∑L Corrected Departure:…

Q: Convert the following azimuth to bearing: Azimuth from North 1. 125° 30 (Solved) 2. 3150 45' 3.45°…

A:

Q: Determine static indeterminacy

A:

Q: bearings and draw the traverse. Station Line Observed Bearing Difference Correction Remarks…

A:

Q: A. Compute the error of per station (- B. Compute the true bearing of BC, CD, DE and EA..

A:

Q: BS 5.36 FS 1.62 BS 8.11 FS 1.54 BS 7.32 FS 0.86 BM2 TP: TP, BM, Elevation 83.23

A: Given data in question  FS BS R.L of B.M1 To find out  Plot the data

Q: No need to show solutions. Table 2. Interior Angle Traverse STA STA MEAN OBSERVED INTERIOR ANGLE…

A:

Q: The following are observed bearings of a closed compass traverse. What is the adjusted forward…

A:

Q: ITUA 4: Given fthe data of the closec raverse: Line Bearing S15°36'W Distance 24.22 m 15.92 m АВ ВС…

A: To find distance of CD and DA

Q: Compute for the unknown data, Length of CD and bearing of DE?

A: If the length and bearing of a survey line are known, then this line can be represented in terms of…

Q: The following are the observed data for an open compass traverse. Adjust the observed directions and…

A: The local attraction is the influence of the magnetic needle due to the presence of magnetic…

Q: skip

A:

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: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: The observed magnetic bearings of a closed compass traverse are as follows: Line Observed Bearing…

A: a. Compute the mis-closure of the traverse in degrees. b. Compute the adjusted interior angle at…

Q: What is the azimuth from the north of line OC? 30 60° 55° C 45° B O a. 125 deg O b. 235 deg O c. S…

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: In AHJK, PM I JK as shown. Find PMK. 76 10' 25°27 K P. O PMK = 25°27' %3D O PMK = 154°33' %3D O PMK…

A:

Q: LINE |AB BC CD DE EA LENGTH in meters 82.62 111.41 100.66 62.97 181.24 BEARING S60°43'E N52°41'W…

A: Transit Rule;LineLength (m)BearingBearing in…

Q: Compute the error of per station B.Compute the true bearing of BC, CD, DE and EA.

A:

Q: QUESTION 1 (a) Line F/S B/S AB 53°30' 236°50' BC 165°20' 344°00' CD 116°30' 294 20 DE 236°30' 58°40'…

A: here difference of F/S and B/S of EA is exactly 1800. So F/S and B/S  of EA is correct and B/S of DE…

Q: 1. The following are the bearings taken on a closed compass traverse. Assuming that the observed…

A: Given, Bearing of line AB is correct

Q: A. DETERMINE THE LATITUDE-DEPARTURE OF THE TRAVERSE, LINEAR ERROR OF CLOSURE, BEARING OF THE SIDE OF…

A: As a reference point, a true bearing is measured in relation to the north pole. By measuring grid…

Q: SITUATION: From the given figure. TABLE GH 003 can be useful. Determine the settlement of the clay…

A: Answer Over burden pressure σo= 100 kpa Liquid limit LL = 60% Height of clay layer H=6 m distance…

Q: STA STA DISTANCE DEFLECTION ANGLE OC OBS (m) 64°49' (L) 90°17' (L) 70°39' (L) 101º58' (L) A 475.48 m…

A:

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: 80°17 E A COURSE DIST. BEARING A-B 2. From the closed compass traverse shown, if the forward bearing…

A: To Determine :- LEC  ( linear error of closure) RP ( Relative  precision)

Q: Line AP The following observations were taken from stations P and Q. Length (m) Bearings N 60° 30' E…

A:

Q: hand written plz Horizontal Curve data STAPI= 98+47.30 R = 1000.00 A=19° 20'00" What is the…

A:

Q: 26.) Given the following data of a closed traverse LINE DISTANCE (M) BEARING 1-2 42.2255 N 17° 35' E…

A: A closed traverse bearing and length of each side is given in the tabular form as represented in the…

Q: Calculate the bearing of line P-O. Ans.: S N77° 19'21'E Rored azimuth 113° 10'54" 47° 44'46" Q…

A:

Q: AbjusT THE QUA DRILATERAL USING SNGLE coveTION ALD SIDE tonpITION EQUKTYOH. ANCLE OBSERVED ANGLE 81…

A: After the Fieldwork of measurements of angles, there is a need for adjustment of angles. The angle…

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

A:

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.