tation A of a link traverse to an azimuth mark is 212°12’36”. The azimuth from the last station of the traverse to an azimuth mark is 192°12’15”. Angles to the right are observed at each station: A = 136°15’41”, B = 119°15’37”, C = 93°48’55”, D = 136°04’17”, E = 108°30’10”, F = 42°48’03”, and G = 63°17’17”. What is the angular misclosure of this

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…

A:

Q: etermine the azimuths for the traverse below. AZAB, AZBC, AZCA.

A:

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: N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35'…

A:

Q: An azimuth of 125°has a bearing of: (a)?35°? (b)?55°? (c)?125°? (d)?35°?

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: 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: Intervening terrain obstructs the line of sight so only the top of a 6-ft long pole can be seen on a…

A: Given data:The top of a 6-ft long pole can be seen on a 330-ft sight.For 1 foot vertical deviation…

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: 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: 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…