LINE AZIMUTH FROM NORTH AB ВС CD DE EF

Q: 1.4 What is the azimuth of line BC in Table 1.4 Table 1.4 ANS Station A B Point C N, m E, m 0.5000…

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Q: A total station instrument occupies control point 20 and takes a BS to CP 22. The Azimuth from 20 -…

A: The backsight of CP-20 to 22 = 215°55'00'' Easting and northing of CP-20 = 8000,13000 The included…

Q: computed latitude and departure of line AB are 0.00m and + 45.46m  respectively. What is the azimuth…

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Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Please explain how to find the bearings/azimuths. (Why is it addition or substraction?)

A: Bearings  Horizontal angle measured for any line with respect to North -South direction is called…

Q: 3. If the Azimuth of AB= 190° 24' and CB= 260° 44', the angle ABC a)70° 20' b)150° 20' c) 271° 80'…

A: Azimuth of AB = 190o24' Azimuth of CB = 260o44'

Q: With a line of sight making an angle of 4 degrees 30' with the horizontal, the length intercepted on…

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Q: Why assume that AB Azimuth is 30˚0'0"? Can't we find the azimuth of point F or E?

A: Why assume AB azimuth is 30 degree ?Can we find the azimuth of point F or E ?

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

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Q: Calculate the magnetic declination in 1870 based on the following data from an Id survey record. *…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

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

A: The formula to calculate the height of the instrument is given by, Height of…

Q: 22. Find combined correction for curvature and refraction for 3400 m?

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Q: A 107'3'19" 118'55'29" E 107²-41'49° Bearing AB = N 75°05'30"E BC is in the Distance in meters. AB =…

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

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Q: Find the first moment of the shaded area with respect to x-axis

A: Given the diagram shown below:-

Q: The Azimuth of lines OA and OB are 16° and 332° , the value of the included angle AOB (angle to the…

A: Given data: The Azimuth of line OA is 16°. The Azimuth of line OB is 332°.

Q: State the specifications of azimuths and bearings?

A: Horizontal angles are a very important part of surveying. Azimuths and bearings are horizontal…

Q: Convert the following azimuths from north to bearings. a) 68'06'42" b) 133'15'56" c) 217'44'05"

A: Since we answer three sub-parts  at a time, so we will answer the first three. Please re-submit…

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°…

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.