7. Given the Azimuth J-K is 40° 44’ 00" and Angle K-J-P is 68° 48’ 38" clockwise. What is the Azimuth J-P? 8. Given the Azimuth F-G is 147° 21’ 36" and Angle F-G-H is 255° 06’ 18" clockwise. What is the Azimuth G-H?

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: Angle of line A, B, and direction is located 6° to the East. By this, determine the true value of…

A: True North(N') Magnetic North(N) Magnetic bearing value of line C = 90°-(360°-331.8°)…

Q: PROBLEM: A field is in the form of a regular pentagon. It is required to determine the directions of…

A: Given data: magnetic declination of the locality is 05°30' west. magnetic azimuth reckoned from…

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A:

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A:

Q: The azimuth from north of traverse line AB is 225 degrees and 00". If the succeeding line BC has a…

A: Given: The azimuth of traverse line AB is 225o. The bearing of line BC is S 30o E.

Q: Convert and illustrate the following bearings into equivalent azimuths: a)AB N70°50’W b) BC…

A: given - bearings      to convert them into azimuth

Q: 1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e.…

A:

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A: Given data in question  Whole circle bearing Magnetic Declination  To find out  Magnetic direction

Q: 1. Convert the following azimuths into bearings ( 187 34 18" a. b. 13° 18' 42" C. 288° 44' 22" 150°…

A:

Q: A. Compute the azimuths (from the north) given the bearing of course AB and the angles to the right…

A:

Q: Find the true course to steer if the compass course reads N 36°W, deviation 17°W, variation 39°E. а.…

A:

Q: a.) AZIM, of line EF = 138°32' b.) AZIM, of line FG = 321°24' c.) AZIM, of line GH = 214°51'

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

A:

Q: AZIMUTH AB=S101*26'32" ; ANGLES TO THE RIGHT ABC= 50*54'26", BCD= 38*36'38". FIND THE AZIMUTH FROM…

A: Given that :

Q: Convert a forward azimuth of 270°-00'-01" to its equivalent forward bearing

A:

Q: Convert the bearing into azimuth from north. N 20° 20' E

A: given - bearing N 20° 20' E   to find - azimuth from north

Q: 9. Boundary line AB of a four sided residential lot has a bearing of N 45°57'E,t if the deflection…

A: As per our guidelines, We are supposed to answer only one question. Kindly re-post other question as…

Q: azimuth in

A: solution of above problem is below:

Q: Convert the bearing into azimuth from north. § 420 28' F

A:

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')w the : magnetic…

A: Given data  Whole circle bearing ( θT) = 34°30' Magnetic declination (δw) = 3°30'

Q: Degree of static indeterminacy

A: Given data : The value of number of member in truss=3 The value of number of joint in truss=4 The…

Q: Convert the following azimuth to bearing a. 38°09'23" b. 144°26'58" c. 219°17'37" d. 303° 18'46" e.…

A: a. Bearing = Azimuth                                           (Hint : The angle lies in I quadrant…

Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: 1. Given a close traverse S 54°59'15" E 382.24' 276.52' A S 68°05'35" W 472.68 в a. Determine the…

A: To Determine a. Determine the adjusted distance for line BC b. Calculate the adjusted bearing for…

Q: Answer the following questions. 1- If the bearing angle of the line AB is S 50°20'E, what is the…

A:

Q: Find the bearing and azimuth for the traverse. Angle D bearing 0 degrees East

A:

Q: A line has an azimuth from North of 35o 10’. Determine its bearing.

A: Azimuth is given,we have to find its bearing

Q: Convert the following bearings to azimuths. 1.NE53°20′ 2.NW15°16′ 3.SW65°58′ 4.SE86°10′ 5.SW73°29′

A: 1. Azimuth of NE53°20′ = 53°20′ 2. Azimuth of NW15°16′ = 360o - 15o16' = 344o44' 3. Azimuth of…

Q: The interior angles of a five side traverse are as follows: A = 117°30' B = 96°32' C = 142°54' D =…

A:

Q: AZIMUTH AB=S101*26'32"; ANGLES TO THE RIGHT ABC= 50*54'26", BCD= 38*36'38" . FIND THE AZIMUTH FROM…

A:

Q: 3. Compute azimuths of all lines for a closed traverse ABCDA that has the following balanced angles…

A: Data given ∠DAB = 1080 21' 58'' ∠ABC = 780 20' 28'' ∠BCD = 920 10' 32'' ∠CDA = 810 07' 02'' Azimuth…

Q: 6. A loop traverse originated and ended at point A. The bearing of line AB is S 42°30' W. Points C,…

A:

Q: Convert the following azimuths to equivalent bearings AZn BC = 122°46’

A:

Q: A line from A to B has a change of easting = +250 ft. and a change of northing = +433.01 ft. What is…

A: Given, Easting of line AB, E = 250 ft. Nothing of line AB, N = 433.01 ft.

Q: Given the Bearing angle of line CD; calculate the Bearing angle and Azimuth Angle of DE. Bearing…

A:

Q: What is the azimuth of a line that has a bearing of N35o W

A: The angle measured in clockwise direction from the north is called azimuth. Its value lies in…

Q: 5) If the horizontal direction from point S to point M is measured to be 12°45'10" and the direction…

A: 5)  Horizontal angle NSM = 179o20'40" - 12o45'10"                                      = 166o35'30"…

Q: If the Whole circle direction is (34°30') and the magnetic declination is (3°30')W the : magnetic…

A:

Q: Angle of line A, B, and C were to be analyzed when the surveyor found out that the True North (N)…

A: Given,

Q: 1. The vertical component of the traverse line. c. Latitude d. Bearing 2. The acute horizontal angle…

A: NOTE: As per our guidelines only 3 questions should solve at a time. 1) Explanation: a) Departure :…

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.