Page 58 - 17_26_INDRI WULANDARI_RIESKA KUSUMA PUTRI_12KGSP_BUKU UKUR TANAH
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BP 2.2 J = 10,966 m

                      α  = 175°50’38”

               Jadi ∆x = 10,966  x sin 175°50’38” = 0,795 m.

               BP 2.3 J = 16,98 m

                      α  = 116°28’03”

               Jadi ∆x = 16,98 x sin 116°28’03” = 15,201 m.
               D 2.4   J = 7,396 m

                      α  = 21°32’30”

               Jadi ∆x =7,396 x sin 21°32’30” = 2,716 m.

                   C)  Perhitungan di titik P3

               P 3     J = 23,995 m

                       α  = 199°10’14”

               Jadi ∆x = 23,995 x sin 199°10’14” = - 7,880 m.
               D 3.1  J = 7,993 m


                      α  = 182°15’34”
               Jadi ∆x = 7,993 x sin 182°15’34” =  - 0,315 m.

               D 3.2   J = 16 m

                      α  = 260°06’31”

               Jadi ∆x = 16 x sin 260°06’31” = - 15,762 m.

               BP 3.3 J = 9,936 m

                      α  = 11°21’44”

               Jadi ∆x = 9,936  x sin 11°21’44” = 1,957 m.
                   D)  Perhitungan di titik P4


               P 4      J = 39,992 m






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