he following are bearings taken on a closed loop traverse. Compute the interior angles and correct them for the observational errors. Assuming the observed bearing of the line AB to be correct, adjust the bearings of the remaining sides.

Q: Line AB BC CD DE EA Forward Bearing S 37° 30' E S 43° 15' W N 73° 00' W N 12° 45' E N 60⁰ 00' E…

A: For the given problem forward and backward bearing of AB, BC, CD, DE,EA is provided. The bearing of…

Q: For a highway curve, R will be rounded off to the nearest multıple of 10 m. Field measurements show…

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Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: Compute the deflection angle between the set of lines whose bearings are given. Bearing of line AB =…

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Q: CE 2131 PRACTICE PROBLEM ON CLOSED TRAVERSE. Determine the adjusted bearings of the following…

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Q: Q3/ If the adjusted interior angles for clockwise closed-loop traverse ABCD are below Station…

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Q: Following data were obtained in a traverse sur Latitude Departure Line (in m) (in m) АВ 30.50 153.50…

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Q: OBSERVED BEARINGS LINE FORWARD ВАCK N 55°30' E S 58°40' E S 14°30' E S 77°10' W S 55°45' W N 58°30'…

A: solution Find and draw the corrected transverse

Q: Line Ав вс со DE EF FA Azimuth/Bearing Distance (m) 237° 29' 69.46 327° 29' 571° 33' W 118 04 215°…

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

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: Q5/ A differential leveling are began at B.M1 to B.M2 [in 4th degree leveling process], determine…

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Q: The following Bearing of close traverse ABCD were observed. line AB BC CD DA alculate the included…

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Q: Compute the bearings

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: . Given the observed magnetic bearings (forward and backward) of a closed compass Faverse Observed…

A: A) Calculating the misclosure of the given transvers : Misclosure=∑BB-∑FB

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: LINE FORWARD BEARING BACKWARD BEARING N 15°00' W N 63°00' E S 14°00' W S 77°30' W S 13°30' E S…

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Q: compute the bearing of each line.

A: Bearing: - It is defined as a direction of a line with respect to given meridian.

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

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Q: Sta. B.S. Н. F.S. Elev. В.М.1 1.234 42.390 T.P.1 0.965 2.732 T.P.2 2.332 3.642 T.P.3 0.682 3.224…

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Q: The deflection angles of two intermediate points A and B on a highway curve are 4015' and 9015…

A: Given data: Deflection angle at A=4°15'Deflection angle at B=9°15'Chort distance between AB=20…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle and…

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Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: y 5 kips/ft 6 ft FIGURE P7.45 9 kips/ft 2.5 m FIGURE P7.46 B 25 kN/m B 10 ft 4.0 m 11 ft 70 kN/mm C…

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Q: Q. Find the corrected bearing after correction of local attraction. Line FB BB АВ 126° 45' 308° 00'…

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Q: Find the hearing and sketch the graph of the traverse. scale used

A: Here first we draw the traverse to check the error.   Here we see E is not meeting at A…

Q: The deflection angles of two intermediate points A and B of a highway curve are 4o15’ and 9o15’…

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Q: LENGTH (m) OBSERVED BEARINGS (QBS) LINE FORWARD BACKWARD FORWARD ВАCKWARD D D AB 560.00 560.10 N 45…

A: Included angles will not effect with the local attraction . So first we need to find the included…

Q: 2) The followings are bearings taken on a dosed compass traverse.Compute the interior angles and…

A: For solving these one can follow the steps  we have to convert the given bearing into a whole…

Q: LENGTH OBSERVED BEARINGS LINE CORRECTED BEARINGS BACKWAR FORWARD FORWARD ВАСKWARD (m) D S 70°12' E N…

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Q: The fore and back bearings of a line AB were observed to be 245°30' and 65°45'. It is known that…

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Q: LENGTH (m) OBSERVED BEARINGS (QBS) LINE FORWARD BACKWARD FORWARD ВАCKWARD D D AB 560.00 560.10 N 45…

A: Local attraction has no effect on the included angles.  So first find included angles