Convert the following bearings to azimuth from north. a) N 27 50'05" E b) S 38 12'44" E c) S 23 16'22" W d) N 73 14'30" W Then, compute the (interior) angle, smaller than 180° between the successive azimuths.

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: Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

A:

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.…

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Q: Situation 6. Given the following tabulated data for a closed traverse in which the length of DE and…

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Q: A field is in the form of a regular quadrilateral. The magnetic meridian of side AB is N 33deg 20min…

A: Angles and lengths are the fundamental estimations in studying. Points in studying are delegated…

Q: Example - : The bearings of a closed traverse ABCD are as under. Calculate ncluded angles and apply…

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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: if the bearing of AB is N 41° 23' 20"E. Compute the bearings of DE. 10s *3o 20 140°2e 'so" .Bh,89

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Q: Using Virtual work method on Determinate frames, determine the horizontal deflection and slope at…

A: ###Calculation of horizontal deflection and Slope At C using virtual work method of analysis

Q: LINE BEARING Determine the following: 1-2 S 73° 21' E (a) Interior Angle 2-3 S 40° 10' E (b)…

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Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: A-B B-C C-D D-E F-E F-A B -125 40 157°10′ LL 75°10 E 158°35 30°15 D

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Q: LINE BEARING 1-2 S 73° 21' E Determine the following: (a) Interior Angle 2-3 S 40° 10' E (b)…

A:

Q: 3] Determine the true bearing and true azimuth reckoned from South of line AB, if the magnetic…

A: Magnetic declination =6°45' WMagnetic bearing of line AB=N 45°30' WTrue bearing= Magnetic bearing +…

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: a. The current magnetic declination is 3º16'24" W. Line JK has a bearing of S88°52'15"W relative to…

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Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

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Q: OL (S 70° W); OM (N 20° 45') ; ON (S 10° 18' E) Angles LOM, MON and LON

A: Given data in question  Bearings OL S70°W OM N20°45` ON S10°18`E To find out  Angles LOM , MON &…

Q: 4. OJ (N 15° 18' E) ; OK (S 50° 5" E) and OL (Due West) Angles JOL and JOK

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Q: Find out the  Difference of F.B and B.B  Correction  Corrected F.B & B.B  Include angle …

A: The given data is as follows: Line Length (m) Fore Bearing Back Bearing AB 123.159 97°30'…

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…

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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: Bearing or Azimuth of Line AB: Adjusted Interior Sta Dist Observed Interior Angle 0 Sta Obs Мean…

A:

Q: BEARING 1. Point H is at the origin. Compute for the following angle. HE N 15 30' E HS N 70 45' E…

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Q: AB N I 1 15°19'27" / OBC -DE OEA OCD AB = 87° 50'17" OBC= 78°53'09" OCD 120° 47'17" DE-69°32'42.5"…

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Q: Convert the given bearings to equivalent azimuth. a. AB, N 76°25'26" W; Reckoned from South b. BC, S…

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Q: = 1150 feet. Compute 4. Given: PI @ 10+71.78, Delta = 36° 10' 30", to the right, Radius the…

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Q: ved Bearings Computed AdjUsted values Length (m) Sta Internal Angle Line Corr Interior Forward Вack…

A: Solution: Calculation as per requirement:

Q: What exactly is a particle size analyzer, and how does it work?

A: Particle size analyzer is used for determing  the size as well as the distribution of particles of…

Q: 1. Compute the interior angles between the given pair of lines whose magnetic bearings are given.…

A: rule: (a)If the lines are on the same side of the meridian and in same quadrant (Fig. a) The…

Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

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Q: 5: Open Traverse: Find the distance and direction of boundary AD.

A: ###Distance AD and Direction of AD of Open Traverse####

Q: Convert

A: Given data -  Bearing = N 89° 20' 30'' W

Q: 5. OL (S 70° W); OM (N 20° 45'); ON (S 10° 18' E) Angles LOM, MON and LON

A: To find out the angle between LOM, MON, LON and also plot thr bearing.

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.