This was a clear explanation, with all the work laid out on how you got to your answers! So, helpful. Can you please post another video of the same quality with a different closed polygon, but take it a step further and explain how to find the coordinates of each station with departures and latitudes?
37. Given thc following azimuths and lengths of a traverse, what is the closure error and precision? LINE AZIMUTH LENGTH AB 29021'23" 560.06 BC 304039'45" 484.14 CD 189052'53" 375.48 DE 226012'23" 311.52 113017'43" 449.79 a. Closure error = 0.25, Preclslon = 1/10,000 b. Closure error = 0.20, Preclslon = 1/10,667 c. Closure error = 0.25, Preclslon = 1/10,667 d. Closure error = 0.20, Precision = 1/10,000
This was a clear explanation, with all the work laid out on how you got to your answers! So, helpful. Can you please post another video of the same quality with a different closed polygon, but take it a step further and explain how to find the coordinates of each station with departures and latitudes?
If given only the interior angles with 1 bearing, how to plot the traverse, how will i know the direction of lines?
Nice example, thanks
Masaya computations na yan pag actual na, tas ikaw mag hahabol matapos computation, tas kokolitin ka ng man power silip ng silip if ano kinocompute mo
37. Given thc following azimuths and lengths of a traverse, what is the closure error and precision?
LINE AZIMUTH LENGTH
AB 29021'23" 560.06
BC 304039'45" 484.14
CD 189052'53" 375.48
DE 226012'23" 311.52
113017'43" 449.79
a. Closure error = 0.25, Preclslon = 1/10,000
b. Closure error = 0.20, Preclslon = 1/10,667
c. Closure error = 0.25, Preclslon = 1/10,667
d. Closure error = 0.20, Precision = 1/10,000
How you know the minute amd seconds tho?
The interior angles are generally provided by the original survey
Sir please for me one question
Common issues in our families this days