perhitungan revisi kel kiri

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No. mm feet slope mm 1 0 0 0 0 2 1230 4.035433 0.504429 12.8125 3 750 2.46063 0.307579 7.8125 4 560 1.83727 0.229659 5.833333 5 1310 4.2979 0.537238 13.64583 6 840 2.755906 0.344488 8.75 1 320 1.049869 0.131234 3.333333 1 0 0 0 0 2 800 2.624672 0.328084 8.333333 3 350 1.148294 0.143537 3.645833 4 140 0.459318 0.057415 1.458333 5 650 2.132546 0.266568 6.770833 1 650 2.132546 0.266568 6.770833 2 1220 4.002625 0.500328 12.70833 3 1180 3.871391 0.483924 12.29167 4 640 2.099738 0.262467 6.666667 1 400 1.312336 0.164042 4.166667 2 400 1.312336 0.164042 4.166667 3 1250 4.10105 0.512631 13.02083 shaft 1000 3.28084 0.410105 10.41667 PERHITUNGAN CABANG mm feet slope mm 1 1430.45 4.69308 0.58663 14.9005 2 468.36 1.536614 0.192077 4.87875 3 3048.97 10.0032 1.2504 31.7601 4 1799.3 5.903215 0.737902 18.74271 5 2170.81 7.12208 0.89026 22.6126 E 1

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Page 1: Perhitungan Revisi Kel Kiri

No. mm feet slope mm1 0 0 0 02 1230 4.035433 0.504429 12.81253 750 2.46063 0.307579 7.81254 560 1.83727 0.229659 5.8333335 1310 4.2979 0.537238 13.645836 840 2.755906 0.344488 8.751 320 1.049869 0.131234 3.3333331 0 0 0 02 800 2.624672 0.328084 8.3333333 350 1.148294 0.143537 3.6458334 140 0.459318 0.057415 1.4583335 650 2.132546 0.266568 6.7708331 650 2.132546 0.266568 6.7708332 1220 4.002625 0.500328 12.708333 1180 3.871391 0.483924 12.291674 640 2.099738 0.262467 6.6666671 400 1.312336 0.164042 4.1666672 400 1.312336 0.164042 4.1666673 1250 4.10105 0.512631 13.02083

shaft 1000 3.28084 0.410105 10.41667

PERHITUNGAN CABANGmm feet slope mm

1 1430.45 4.69308 0.58663 14.90052 468.36 1.536614 0.192077 4.878753 3048.97 10.0032 1.2504 31.76014 1799.3 5.903215 0.737902 18.742715 2170.81 7.12208 0.89026 22.6126

MAIN LINE 1

MAIN LINE 2

cabang 1

Page 2: Perhitungan Revisi Kel Kiri

6 1220.03 4.002723 0.50034 12.708657 437.39 1.435007 0.179376 4.5561468 1489.41 4.886516 0.610814 15.514699 399.54 1.310827 0.163853 4.161875