Sheet1

PERHITUNGAN PPENENTUAN DESAINV = Antara 30 s.d.100 km/jmPERHITUNGAN SUPERELEVASI (e)PERHITUNGAN LENGKUNG PERALIHAN Ls (Length Of Spiral)LENGKUNG HORIZONTALTYPE LENGKUNG F-CTYPE LENGKUNG S-C-STYPE LENGKUNG S-SKONTROL OVERLAPINGKONTROL OVERLAPING

TitikSumbu XSumbu YSumbu ZX (m)Y (m)L (m)X/YKwadranTan -1Azimuth ()P ()TitikKecepatan Desain (VD)Kecepatan Rencana (Vr)SUPERELEVASI (e)Koefisien Gesek (fmax)Jari-Jari MinimumJari-Jari LengkungSyaratLebar 1 LajurLs. Waktu TempuhLandai Relatif MaxLs Berdasarkan Landai RelatifPerubahan PercepatanLs Berdasarkan Modifikasi ShorttReLs Berdasarkan Perb. KelandaianLengkung PeralihanSudut SpiralPanjang BusurPenentuan Type LengkungSTA AwalKontrol Jarak STATC (m)EC (m)LC untuk F-C (m)STA AwalSTA TCSTA CTSTA AKHIRp (m)K (m)Ts (m)E (m)Xs (m)Ys (m)STA AwalSTA TSSTA SCSTA CSSTA STSTA Akhir ()Ls untuk S-S (m)Ls dipakai (m)p (m)k (m)Ts (m)E (m)STA AwalSTA TSSTA SC atau CSSTA STSTA AkhirSisa OverlapingTSSCCSSTTC/TSCT/STSisa OverlapingDDmax(e + f)Dpf (D)hTan Tan Mof (D)e terpilihXAkhir - XAwalYAkhir - YAwal(x+Y)1/2(km/jam)(km/jam)emaxenormalRmin (m)R desain (m)R min < R desainB (m)Ls1 (m)m maxLs2 (m)C (m/dtk)Ls3 (m)(m/dtk)Ls4 (m)Ls terpilih (m)s ()Lc (m)SisaLogikaSTA Awal + L - TcSTA TC +LcSTA CT + L selanjutnya - TcSTA Awal + L - TsSTA Ts + LsSTA SC + LcSTA CS + LsSTA ST + L selanjutnyaSTA awal + L - TsSTA Ts + LsSTA SC atau CS +LsSTA ST + L selanjutnya - TsA9,226,919.4630781,764.120589.7860.22289.79404.439Kw I9090A0000+0000+P19,227,009.2485781,764.3425303.598-210.767369.59-1.440Kw II-5512535P16051.0010%2%0.153112.041120Oke11.93712.7840.23626.994F20.03840.005490.01980.02260.13679.95%3.5050.00012552.2880.5046.6350,03538.09552.28812.482720.830S-S89.785774454989.7857744549Bisa0.0000.0000.0000000+0000+0000+0000+0.0000.0000.0000.0000.0000.0000000+0000+0000+0000+0000+0000+17.4652.28852.29-1.72916.04353.2333.9810000+0037+0089+0141+0457+36.5536.688.888.8141.136.5523732123141.12749559940037+P29,227,312.8462781,553.5753354.385127.341376.572.783Kw I707055P27059.5010%2%0.147156.522200Oke7.1629.1510.19295.138F20.03840.007470.02690.02190.09839.46%3.5058.33312550.1430.5039.3390,03544.44458.3338.3556132.028S-C-S459.3725383426369.5867638877Bisa0.0000.0000.0000000+0000+0000+0000+0.71329.146132.59625.80458.2092.8360090+0327+0385+0517+0575+0578+0.000.0000.000.0000.0000.0000.0000000+0000+0000+0000+0000+183.76324.9383.2515.2573.6326.776472261575.47095511310186+P39,227,667.2311781,680.916145.537175.873181.670.259Kw I151556P33025.5010%2%0.17326.00640Oke35.81055.0790.177227.976F20.03840.001370.00490.02460.08968.76%3.5025.0007528.2350.5015.3730,03519.04828.23520.222110.664S-S835.941704224376.5691658814Bisa0.0000.0000.0000000+0000+0000+0000+0.0000.0000.0000.0000.0000.0000000+0000+0000+0000+0000+0000+27.8628.23528.24-1.3149.19129.6393.7570459+0806+0835+0863+1015+214.33787.9816.1816.1844.4806.3022362613862.77299926960231+P49,227,712.7677781,856.7890148.11619.603149.417.556Kw I828268P43025.5010%2%0.17326.00650Oke28.64855.0790.141727.976F20.03840.001370.00490.02460.06517.66%3.5025.0007525.3580.5011.2270,03519.04825.35814.528933.935S-C-S1017.6140986429181.6723944189Bisa0.0000.0000.0000000+0000+0000+0000+0.54412.65146.70910.94825.1952.1430836+0971+0996+1030+1056+1063+0.000.0000.000.0000.0000.0000.0000000+0000+0000+0000+0000+105.32949.7975.11,009.01,034.4970.9055817421055.55635204580108+P59,227,860.8840781,876.3915148.415-209.630256.85-0.708Kw II-3514562P53529.7510%2%0.16935.82460Oke23.87339.9840.160820.554F20.03840.001870.00670.02430.07758.33%3.5029.1677527.1150.5015.5410,03522.22229.16713.926136.012S-C-S1167.0219174875149.4078188446Bisa0.0000.0000.0000000+0000+0000+0000+0.59914.55451.14010.78728.9942.3631018+1116+1145+1181+1210+1210+0.000.0000.000.0000.0000.0000.0000000+0000+0000+0000+0000+51.561,085.91,115.11,151.11,180.31115.88216729061210.2275196560060+P69,228,009.2993781,666.7612-200.654-332.369388.240.604Kw III3121166P63025.5010%2%0.17326.006200Oke7.16255.0790.035427.976F10.03840.001370.00490.02460.01142.40%3.5025.00011517.7050.502.0150,03519.04825.0003.5810206.841F-C1423.8719981812256.8500806937Bisa130.92039.040231.8411167+1293+1500+1369+0.0000.0000.0000.0000.0000.0000000+0000+0000+0000+0000+0000+0.000.0000.000.0000.0000.0000.0000000+0000+0000+0000+0000+74.791,255.10.00.01,486.91292.95163467991499.7930115840083+P79,227,808.6458781,334.392641.127-148.522154.11-0.277Kw II-1516547P78068.0010%2%0.140209.974210Oke6.8216.8220.24003.934F20.03840.009760.03520.02120.140010.00%3.5066.66715063.0000.5063.6440,02571.11171.1119.700999.677S-C-S1812.1125335818388.2405354006Bisa0.0000.0000.0000000+0000+0000+0000+1.01135.521126.39119.74570.9074.0131424+1686+1757+1857+1928+1927+0.000.0000.000.0000.0000.0000.0000000+0000+0000+0000+0000+130.931,617.81,688.91,788.61,859.71685.7212579951927.62097740860186+B9,227,849.7725781,185.8706B1966.2234998917154.1109663099BisaTotal=196647.86

75B78B88A100A65C

Jurnal

No.ParameterFormula / KeteranganStartP1P2P3P4P5P6P7A.Perhitungan Sudut PI ()1X Start (m)9227849.77259227808.64589228009.29939227860.88409227712.76779227667.23119227312.84629227009.24852Y Start (m)781185.8706781334.3926781666.7612781876.3915781856.7890781680.9161781553.5753781764.34253X End (m)9227808.64589228009.29939227860.88409227712.76779227667.23119227312.84629227009.24859226919.46304Y End (m)781334.3926781666.7612781876.3915781856.7890781680.9161781553.5753781764.3425781764.12055Z (m)6X (m)X End - X Start-41.1267200.6535-148.4153-148.1163-45.5366-354.3849-303.5977-89.7855FALSE7Y (m)Y End - Y Start148.5220332.3686209.6303-19.6025-175.8729-127.3408210.7672-0.22208L(X2 + Y2)154.111388.241256.850149.408181.672376.569369.58789.7869X/Y (m)X/Y-0.2770.604-0.7087.5560.2592.783-1.440404.43910KwadranKw IVKw IKw IVKw IIIKw IIIKw IIIKw IVKw III11Tan -1Degrees(Atan(X/Y))-1531-35821570-559012Azimuth ()3453132526219525030527013Hitung Sudut1-21-21-21-21-21-21-214P ()Sudut PI-47666268565535

B.Perhitungan R min1VD (Km/Jam)Kecepatan Desain206030303540802VR (Km/Jam)0,85% VD175125.525.529.7534683emaxSuperelevasi Max10%10%10%10%10%10%10%4enormalSuperelevasi Normal2%2%2%2%2%2%2%5fmaxGaya Gesek Max0.1790.1530.1730.1730.1690.1660.1406Rmin (m)VD2/127(emax + fmax)11.289112.04126.00626.00635.82447.363209.9747Rdesain (m)Jari-jari Desain2002004050602003008SyaratR min < R DesainOkeOkeOkeOkeOkeOkeOke

C.Perhitungan Superelevasi (e)1D1432,39/ R Desain7.1627.16235.81028.64823.8737.1624.7752DMax(181913,53 (emax+fmax))/VD2126.88512.78455.07955.07939.98430.2436.8223(e + f)(emax+fmax) (D/Dmax)0.01570.14170.17720.14170.16080.06300.16804Dp(181913,53 emax)/VR262.9466.99427.97627.97620.55415.7363.9345Rumus f (D)IF(D