Page 65 - 17_26_INDRI WULANDARI_RIESKA KUSUMA PUTRI_12KGSP_BUKU UKUR TANAH
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Jadi ∆x = 2,900 x sin 222°01’42” = - 9,883 m.
O) Perhitungan di titik P15
P 15 J = 21,996 m
α = 263°25’49”
Jadi ∆x = 21,996 x sin 263°25’49” = - 21,852 m.
D 15.1 J = 4,194 m
α = 162°04’56”
Jadi ∆x= 4,194 x sin 162°04’56” = 1,290 m.
P) Perhitungan di titik P16
P 16 J = 35,988 m
α = 194°49’48”
Jadi ∆x = 35,988 x sin 194°49’48” = - 9,211 m.
D 16.1 J = 4,396 m
α = 118°02’02”
Jadi ∆x= 4,396 x sin 118°02’02” = - 3.880 m.
D 16.2 J = 33,997 m
α = 168°45’59”
Jadi ∆x = 33,997 x sin 168°45’59” = 6,623 m.
D 16.3 J = 33,998 m
α = 182°54’03”
Jadi ∆x = 33,998 x sin 182°54’03” = - 1,721 m.
D 16.4 J = 5,4 m
α = 239°06’52”
Jadi ∆x= 5,4 x sin 239°06’52” = - 4,634 m.
D 16.5 J = 5,999 m
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