All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. 5. Two successive lines AB and BC are part of a perimeter of a traverse. The bearing of line AB is N 30o E. If the computed latitude and departure of line BC are -23.34m and - 15.55m respectively, a) Compute the bearing of line BC. b) Determine the deflection angle of line BC

Q: H.W: From the base line AB, the linear measurements (offsets) are taken to setting out a rectangular…

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Q: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

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Q: The azimuth of a line AB is 347° 12' and the angle BAC measured is 75° 54' counterclockwise. Find…

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Q: Determine the whole circle bearing of line CD in degrees.

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Q: 12 5612 285 34' Determine interior angle 0, if the azimuth taken from north of line OA and OB, 285…

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Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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Q: If the length of a line is 50 m and its latitude is 25 m. Find the departure the line. 31. (a) 25 m…

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Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

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Q: Determine the Azimuth ED reckoned from North in Clockwise Direction. Note that the clockwise…

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Q: GIV the tabu. the following, data angles of a polygon, POINTS Interior Angles LINES/COURSE BEARINGS…

A: Hi! Thank you for the question, As per the honour code, we are allowed to answer three sub-parts at…

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

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Q: of a regular pentagon. It is required to determine c declination of the locality is 05°30' west. If…

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Q: 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The…

A: draw coordinates first

Q: A (150 , 200) 90° Due E 30 m H.W: Find the coordinates of traverse (A, B, C & D) by using…

A: Coordinate of A point =(150,200) Coordinate of B point =(150+30,200)=(180,200) Coordinate of D point…

Q: Question 1:- In the traverse ABCDEA, the following angles and lengths are measured: Length (m) Angle…

A: Theoretical sum of Angles of a closed traverse = 540° Computed sum of interior angles = 538°30'48''…

Q: Using the given data from the close traverse shown: POINTS BEARING DISTANCES АВ N 30° E 73.2 m ВС S…

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Q: In a hydrographic survey three stations ABC were established. Stations A and B are on the shoreline…

A: As per our company guidelines, we are supposed to answer only the first 3 subparts. Kindly repost…

Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

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Q: 5.765 0.345 1.255 1.100 0.465 2.095 |0.130 вм 36 0,245 вм 35 154.375 88-O

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Q: Eち 30 30 /30 30 E0-300,86=2007Ec=400

A: Given values: εa=300εb=200εc=400 Taking components along X-axis and Y-axis-…

Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Given, Stadia interval factor(f/i)= 99.90 Stadia Intercept(s) =0.813 (between A and B) & 0.723…

Q: Complete the table for the adjustment of traverse using Transit Rule COURSE DISTANCE BEARING AB…

A: COURSE DISTANCE BEARING LATITUDE DEPARTURE AB 85.50 N 760 E  20.684 82.961 BC 40 S 360 E…

Q: 5. Given the tabulated data below the interior angles of a polygon, determine the following; POINTS…

A: Given, Interior angles A = 46° B = 122° C = 76° D = 116° And bearing of AB = N44°E

Q: A. The bearing for line BC B. The bearing for line CD C. The azimuth reckoned from south for line BC…

A: Bearing of Line BC = 346⁰ or N14⁰W   Bearing of line CD = 242⁰ or S62⁰W   Azimuth reckoned from…

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

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Q: 1 Line Dist. AB BC CD DE EA 48.96 28.63 39.53 33.28 39.18 AZIMUTH-NORTH forward 87-30 166-30 137-25…

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Q: Q5) If |BC| = 166.176 m , determine Azimuth (AB),|AB| and coordinates of point C %3D x=906.54m B…

A: coordinates at A=XA,YA=879.94,88.09  and  Azimuth =θABB=XB,YB=906.54,253.95  and  Azimuth…

Q: Solve the following problems: a) Azimuth at A is 278° 53' 6" and the Distance AB is 312 meters. Find…

A: Given data  Azimuth at  A Distance AB. According to guidelines of bartleby I have to answer only…

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

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Q: The azimuth of a five sided traverse are as follows: AB = 241°, BC = 22°, CD = 158°, DE = 64° and EA…

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Q: Determine the Azimuth BC reckoned from North in Counterclockwise Direction. Note that the…

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Q: A circle of radius 833.95 ft, centered at point A, intersects another circle of radius 1176.14 ft,…

A: Given data:- Radius of circle A, RA=833.95 ft Coordinates of A, (XA, YA)=(529.90 ft, 1157.86 ft)…

Q: I. Determine the interior angles of each stations and azimuths for each surveying lines. AZAB =…

A: The azimuth for line AB, AZAB can be written as: AZAB=90°-30°22'=59°38°   The azimuth for line BC,…

Q: D 75° 145°30' 135⁰ 90° C

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Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 =    And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.