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
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
Sir please for me one question
How you know the minute amd seconds tho?
The interior angles are generally provided by the original survey
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
Common issues in our families this days