The following data applies to a closed transom shown schematically in Figure 1. Calculate the preliminary azimuths, adjust them, and calculate the departures and latitudes, closing error in departure and latitude, and the relative accuracy of the traverse. Balance departures and latitudes using the rule of compass, and calculate the coordinates of points B, C and D. Calculate the final length and the azimuth of the lines AB, BC, CD and DE Tableau 1 Angle mesuré (à la droite) Longueur Mesurée (ft) Station Azimut Ajusté (ft) (ft) AzMk1 310 17'20 A 272 4000" 602.846.65 89,017.92 1432.26 267 2728" 1380.03 87*0231" 1229.94 D 109°3539" 1315.62 E 270°2929 604,905.59 91,251.50 57'3242 AZMK2 A,Mk, (E4 В (AX A Mk,
The following data applies to a closed transom shown schematically in Figure 1. Calculate the preliminary azimuths, adjust them, and calculate the departures and latitudes, closing error in departure and latitude, and the relative accuracy of the traverse. Balance departures and latitudes using the rule of compass, and calculate the coordinates of points B, C and D. Calculate the final length and the azimuth of the lines AB, BC, CD and DE Tableau 1 Angle mesuré (à la droite) Longueur Mesurée (ft) Station Azimut Ajusté (ft) (ft) AzMk1 310 17'20 A 272 4000" 602.846.65 89,017.92 1432.26 267 2728" 1380.03 87*0231" 1229.94 D 109°3539" 1315.62 E 270°2929 604,905.59 91,251.50 57'3242 AZMK2 A,Mk, (E4 В (AX A Mk,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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