1. In the accompanying sketch, the bearing of line AB is N 52°33' E. Determine the bearing and the azimuth from south of lines BC, BD, BE and BF. 64*30 39*30 38*o00 N52*33'E

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

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

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Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

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Q: If bearing of line XY and XZ are 26°10' and 298°15' the value of included angle ZXY is?

A: The bearing of line XY = 26o10'bearing of line XZ = 298o15'To Find :Included angle ZXY ?

Q: From Adjustment Computations 6th Edition.

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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.