Page 62 - 17_26_INDRI WULANDARI_RIESKA KUSUMA PUTRI_12KGSP_BUKU UKUR TANAH
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Jadi ∆x = 7,197 x sin 77°32’01” = 0,430 m.
I) Perhitungan di titik P9
P 9 J = 6,995 m
α = 62°07’52”
Jadi ∆x = 6,995 x sin 62°07’52” = 6,184 m.
J) Perhitungan di titik P10
P 10 J = 40 m
α = 16°09’23”
Jadi ∆x = 40 x sin 16°09’23” = 11,130 m.
D 10.1 J = 6,993 m
α = 11°27’42”
Jadi ∆x= 6,993 x sin 11°27’42” = 1,390 m.
D 10.2 J = 5,996 m
α = 23°21’35”
Jadi ∆x = 5,996 x sin 23°21’35” = 2,377 m.
D 10.3 J = 8,996 m
α = 36°03’56”
Jadi ∆x = 8,996 x sin 36°03’56” = 5,296 m.
D 10.4 J = 9,999 m
α = 68°34’04”
Jadi ∆x = 9,999 x sin 68°34’04”” = 9,308 m.
D 10.5 J = 29 m
α = 236°27’09”
Jadi ∆x = 29 x sin 236°27’09” = - 24,169 m.
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