For an azimuth DE = 83° 58'06" and angles to the right, compute the bearing of FG if angle DEF = 20°44'52" and EFG = 86°10'14". ► View Available Hint(s) OS10°53'12"W

Q: 6. From a two inaccessible but intervisible points A and B, the angles to two triangulation stations…

A:

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A:

Q: Convert N25deg25minW to an equivalent azimuth with illustration.

A: To Convert :- N25°25'W to an equivalent azimuth

Q: A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N…

A: Find bearing of line AB and length of line BC

Q: 2. Adjust the angles to substitute for the misclosure. misclosure #of angles) Misclosure correction…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: Azimuth sides of traverse ABCDEFA are given below: AB=290°45' BC=250°48' CD=196°12' DE=175°24' EF=…

A: Angles for lines AB = 290°45′ BC = 250°48′ CD = 196°12′ DE= 175°24′ EF= 112°18′ FA = 30°   Traverse…

Q: . Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: To Determine latitude and departure of each course, linear error of closure, bearing of the side of…

Q: Measured Interior Angle (2) Point (1) A 100°45'37" 231 23'43" 17 12'59" 89 03'28" C E 101 34'24" N…

A: Given a measured interior angles and we have to find

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

A:

Q: Given a closed clockwise traverse ABCD. The Azimuth of AB is 0°00'00". The sides AB, BC, CD, and DA…

A: As per our company guidelines we are supposed to answer ?️only first 3️⃣ sub-parts. Kindly repost…

Q: vertical angle of +14o 55'   is read to a target 1.50m above point B. The measured inclined distance…

A:

Q: A closed traverse has the following data: Line Distance (m) Azimuth АВ 126.547 164°15'37" ВС 120.344…

A:

Q: Given the following data, convert heading to azimuth or vice versa, leave procedure. 1) If the…

A:

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: If a plus sight of 1.097 m is taken on BM A, elevation 305.348 m, and a minus sight of 0.832 m is…

A: Given: The back sight on A is 1.097 m. The elevation is 305.348 m. The foresight on X is 0.832 m.

Q: Determine the elevation of station BM1 using c = 0.65 and k = 100. Backsight Foresight DE ELEV…

A: When the height of a point and also its vertical distance is generally has above or below the…

Q: 2. Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

A:

Q: A vertical angle of +25°15' is read to a target 1.75m above point B. The measured inclined distance…

A:

Q: Convert Azimuth to Bearing: 258° 34' 22" 128° 04' 44" 60° 21' 26" 309° 05' 38"

A: Quadrat -1.   N-E Quadrat -2   S-E Quadrat -3.   S-W Quadrat -4.   N-W

Q: Convert N 25 deg 25 min W to an equivalent azimuth

A:

Q: For the traverse below with the given Azimuth from 2-3 of 42°, compute the Azimuths for each side.…

A: To compute the Azimuths for each side.

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: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

Q: From the Traverse shown below, compute the azimuth and bearing of side AB, BC, CD, DA * N 30° 35' E…

A: Note-Since we answer one question at a time so we will answer the first one. Please resubmit another…

Q: 3. Given the respective reading from an internally focused instrument from a stadia rod are as…

A:

Q: For the following closed traverse find the Azimuth of Line ED in the closed traverse if angle X was…

A: Given :- For the closed traverse angles are given  Point Angle A 71°45'00'' B 147°57'00'' C…

Q: Calculate the bearing of Azimuth: 0°50' 296°06' 205°54' 135°20' 33°27' 95°39'

A: In bearings  We measure the angles with respect to North or South whichever is nearer  in clockwise…

Q: The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290"…

A: The given data is: The azimuth of line AB=290° Coordinates of point A=(1000,1000) Calculating the…

Q: Length (m) Internal Correction Corrected angle Station Int. angle 17.098 130 18'45" | 102.925…

A: Interior included angle = Back bearing of the preceding line - fore bearing of succeeding line…

Q: Convert

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

Q: Magnetic Declination: 1. In a compass survey made twenty years ago the observed magnetic bearing of…

A:

Q: 7. Calculate the interior angles of the close traverse, given the forward and backward values Of…

A: Given: Required to find: The interior angles of the close traverse.

Q: A transit is set up at point - P with an elevation of 95 m. HI = 1.35 m, f/i = 100 m, f + c = 0.30…

A:

Q: Convert a forward azimuth of 180°-00'-01" to its equivalent forward bearing S 000-00¹-59" W OS…

A: Objective: To convert the given forward azimuth to its equivalent forward bearing.   Given:…

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.