-
Jenis Kend. Berat Tot. distribusi Beban beban sumbudepan belakang depan belakangMP 1.6 50% 50% 0.8000 0.8000Bus Kecil 5.03 34% 66% 1.7102 3.3198Bus 8.03 34% 66% 2.7302 5.2998Truk Ringan 7.03 34% 66% 2.3902 4.6398Truk 2 As 16.03 34% 66% 5.4502 10.5798Truk 3 As 20.03 25% 75% 5.0075 15.0225Trailer 25.03 18% 41%=41% 4.5054 10.2623
10.2623
Jenis Kend. Ekivalensi volume LHRDi bukaMP 1.848E-04 5306 5697.1076Bus Kecil 2.933E-02 3306 3549.6867Bus 1.905E-01 1306 1402.2658Truk Ringan 1.119E-01 806 865.4106Truk 2 As 3.025E+00 660 708.6489Truk 3 As 1.130E+00 406 435.9264Trailer 2.810E+00 260 279.1647
n1 4n2 6n3 6n4 4i1 3.00%i2 4.30%k3 4.10%i4 0.03%
2007 2011 2011 2017LHR LHR
MP 6412.1448 5697.1076 MP 8254.8497LHR LHR
Bus Kecil 3995.2037 3549.6867 Bus Kecil 5143.3346LHR LHR
Bus 1578.2626 1402.2658 Bus 2031.8194LHR LHR
Truk Ringan 974.0273 865.4106 Truk Ringan 1253.9406LHR LHR
Truk 2 As 797.5906 708.6489 Truk 2 As 1026.8000LHR LHR
Truk 3 As 490.6390 435.9264 Truk 3 As 631.6376LHR LHR
-
Trailer 314.2023 279.1647 Trailer 404.4970
-
kg kg800 8001710.2 3319.82730.2 5299.82390.2 4639.8 0.0073616698 0.1045289065 0.11189057635450.2 10579.8 0.1990165176 2.8258505947 3.02486711225007.5 15022.5 0.1418153355 11.487042178 11.6288575144505.4 10262.3 0.0929336049 0.2151377595 0.3080713645
10262.3
LHRo LHR di Buka
5306 5697.10763306 3549.68671306 1402.2658806 865.4106660 708.6489406 435.9264260 279.1647
2017 2023 2023 2027LHR LHR
MP 10505.4231 MP 10518.0353LHR LHR
Bus Kecil 6545.5953 Bus Kecil 6553.4536LHR LHR
Bus 2585.7675 Bus 2588.8719LHR LHR
Truk Ringan 1595.8106 Truk Ringan 1597.7264LHR LHR
Truk 2 As 1306.7432 Truk 2 As 1308.3120LHR LHR
Truk 3 As 803.8450 Truk 3 As 804.8101LHR LHR
-
Trailer 514.7776 Trailer 515.3956
-
LHR Tambahan2007 - 2011 2011 - 2017 2017 - 2023 2023 - 2027 20056412.1448 8254.8497 10505.4231 10518.0353 MP 53063995.2037 5143.3346 6545.5953 6553.4536 Bus Kecil 33061578.2626 2031.8194 2585.7675 2588.8719 Bus 1306974.0273 1253.9406 1595.8106 1597.7264 Truk Ringan 806797.5906 1026.8000 1306.7432 1308.3120 Truk 2 As 660490.6390 631.6376 803.8450 804.8101 Truk 3 As 406314.2023 404.4970 514.7776 515.3956 Trailer 260
202710518.03536553.45362588.87191597.72641308.3120804.8101515.3956
-
2007 2007 - 2011 2011 - 2017 2017 - 2023 2023 - 20275697.1076 6412.1448 8254.8497 10505.4231 10518.03533549.6867 3995.2037 5143.3346 6545.5953 6553.45361402.2658 1578.2626 2031.8194 2585.7675 2588.8719865.4106 974.0273 1253.9406 1595.8106 1597.7264708.6489 797.5906 1026.8000 1306.7432 1308.3120435.9264 490.6390 631.6376 803.8450 804.8101279.1647 314.2023 404.4970 514.7776 515.3956
2013 2017 2022 2027 2033
2007 2012 2017 2022 20271
1001
2001
3001
4001
5001
6001
7001
GRAFIK LALU LINTAS HARIAN RATA- RATA
MPBus KecilBusTruk RinganTruk 2 AsTruk 3 AsTrailer
Tahun
Lalu Lintas Harian Rata-Rata
-
2039
2007 2012 2017 2022 20271
1001
2001
3001
4001
5001
6001
7001
GRAFIK LALU LINTAS HARIAN RATA- RATA
MPBus KecilBusTruk RinganTruk 2 AsTruk 3 AsTrailer
Tahun
Lalu Lintas Harian Rata-Rata
-
a. Mencari Nilai CBR Dengan Cara Grafis
Nilai CBR % Jmlh Dta yg Trtera2.6 18 1002.8 16 88.88893.1 15 83.33333.5 14 77.77783.6 13 72.22224.5 12 66.66674.6 9 50.00004.9 8 44.44445 7 38.8889
5.8 6 33.33336.3 5 27.77787.3 4 22.22227.4 3 16.66678.4 2 11.11118.6 1 5.5556
b. Mencari Nilai CBR Dengan Cara Analitis
5
3.1132
c. Mencari Nilai LEP dan LEA
Jenis Kendaraan LEPMobil Penumpang 0.6316Bus Kecil 72.8672Bus 186.9661Truk Ringan 67.7819Truk 2 As 1500.4981Truk 3 As 344.7266Trailer 549.0531
= 2722.5246
d. Perencanaan tebal perkerasan jalan bru tanpa tahapan
DDT = 3.8208
FR = 2.0 % kend. Berat =(dari tabel 7.8)
Jmlah Dta yg Tetera
CBR Rta2
CBR SEGMEN
-
Lintas Ekivalen Rencana (LER)LET = 3874.4332FP = 2.2
LER = 8523.7529
Indeks Permukaan Awal
-
DATA2.62.62.83.13.53.64.54.54.54.64.95
5.86.37.37.48.48.6
90
LEA E1.1660 5697.1076 10518.0353 0.000185
134.5279 3549.6867 6553.4536 0.02933345.1779 1402.2658 2588.8719 0.1905125.1394 865.4106 1597.7264 0.1119
2770.2289 708.6489 1308.3120 3.0249636.4363 435.9264 804.8101 1.1297
1013.6653 279.1647 515.3956 2.80975026.3417
55.9668
LHR2014 LHR2036
2 3 4 5 6 7 8 9
Chart Title
Axis Title
Axis Title
-
N 31111698.2
log 7.4929
DDT =FR =
Lintas Ekivalen Rencana (LER)LET =FP =
LER =
N
DDT =FR =
Lintas Ekivalen Rencana (LER)LET =FP =
LER =
N
-
d. Perencanaan tebal perkerasan jalan bru dengan tahapan
Tahap I
Jenis Kendaraan LEP LEAMobil Penumpang 0.6316 0.9151 5697.1076
LHR2014
2 3 4 5 6 7 8 9
Chart Title
Axis Title
Axis Title
-
Bus Kecil 72.8672 105.5813 3549.6867Bus 186.9661 270.9053 1402.2658Truk Ringan 67.7819 98.2129 865.4106Truk 2 As 1500.4981 2174.1535 708.6489Truk 3 As 344.7266 499.4931 435.9264Trailer 549.0531 795.5530 279.1647
= 2722.5246 3944.8143
3.82082 % kend. Berat 55.9668049793
Lintas Ekivalen Rencana (LER)3333.6694
1
3333.6694
12167893.39
Tahap 2
Jenis Kendaraan LEP LEAMobil Penumpang 0.9151 1.1660 8254.8497Bus Kecil 105.5813 134.5279 5143.3346Bus 270.9053 345.1779 2031.8194Truk Ringan 98.2129 125.1394 1253.9406Truk 2 As 2174.1535 2770.2289 1026.8000Truk 3 As 499.4931 636.4363 631.6376Trailer 795.5530 1013.6653 404.4970
= 3944.8143 5026.3417
3.82079472082 % kend. Berat 55.9668049793
Lintas Ekivalen Rencana (LER)4485.5780
1.2
5382.6936
19646831.6110576
LHR2024
-
E8254.8497 0.000185
LHR2024
2 3 4 5 6 7 8 9
Chart Title
Axis Title
Axis Title
-
5143.3346 0.0293252031.8194 0.1904731253.9406 0.1118911026.8000 3.024867631.6376 1.129701404.4970 2.809673
E### 0.000185
6553.4536 0.0293252588.8719 0.1904731597.7264 0.1118911308.3120 3.024867804.8101 1.129701515.3956 2.809673
LHR2036
-
a. Mencari Nilai CBR Dengan Cara Grafis
Nilai CBR % Jmlh Dta yg Trtera2.6 18 1002.8 16 88.88893.1 15 83.33333.5 14 77.77783.6 13 72.22224.5 12 66.66674.6 9 50.00004.9 8 44.44445 7 38.8889
5.8 6 33.33336.3 5 27.77787.3 4 22.22227.4 3 16.66678.4 2 11.11118.6 1 5.5556
b. Mencari Nilai CBR Dengan Cara Analitis
5
3.1132
c. Mencari Nilai LEP dan LEA
Jenis Kendaraan LEPMobil Penumpang 0.6316Bus Kecil 72.8672Bus 186.9661Truk Ringan 67.7819Truk 2 As 1500.4981Truk 3 As 344.7266Trailer 549.0531
= 2722.5246
d. Perencanaan tebal perkerasan jalan bru tanpa tahapan
DDT = 3.8208
FR = 2.0 % kend. Berat =(dari tabel 7.8)
Jmlah Dta yg Tetera
CBR Rta2
CBR SEGMEN
-
Lintas Ekivalen Rencana (LER)LET = 3874.4332FP = 2.2
LER = 8523.7529
Indeks Permukaan Awal
-
DATA2.62.62.83.13.53.64.54.54.54.64.95
5.86.37.37.48.48.6
90
LEA E1.1660 5697.1076 10518.0353 0.000185
134.5279 3549.6867 6553.4536 0.02933345.1779 1402.2658 2588.8719 0.1905125.1394 865.4106 1597.7264 0.1119
2770.2289 708.6489 1308.3120 3.0249636.4363 435.9264 804.8101 1.1297
1013.6653 279.1647 515.3956 2.80975026.3417
17.6929
LHR2014 LHR2036
2 3 4 5 6 7 8 9
Grafik Nilai CBR
CBR (%)
Jumlah Data Yang Tertera (%)
-
N 31111698.2
log 7.4929
DDT =FR =
Lintas Ekivalen Rencana (LER)LET =FP =
LER =
N
DDT =FR =
Lintas Ekivalen Rencana (LER)LET =FP =
LER =
N
-
d. Perencanaan tebal perkerasan jalan bru dengan tahapan
Tahap I
Jenis Kendaraan LEP LEAMobil Penumpang 0.6316 0.9151 5697.1076
LHR2014
2 3 4 5 6 7 8 9
Grafik Nilai CBR
CBR (%)
Jumlah Data Yang Tertera (%)
-
Bus Kecil 72.8672 105.5813 3549.6867Bus 186.9661 270.9053 1402.2658Truk Ringan 67.7819 98.2129 865.4106Truk 2 As 1500.4981 2174.1535 708.6489Truk 3 As 344.7266 499.4931 435.9264Trailer 549.0531 795.5530 279.1647
= 2722.5246 3944.8143
3.82082 % kend. Berat 17.6929460581
Lintas Ekivalen Rencana (LER)3333.6694
1
3333.6694
12167893.39
Tahap 2
Jenis Kendaraan LEP LEAMobil Penumpang 0.9151 1.1660 8254.8497Bus Kecil 105.5813 134.5279 5143.3346Bus 270.9053 345.1779 2031.8194Truk Ringan 98.2129 125.1394 1253.9406Truk 2 As 2174.1535 2770.2289 1026.8000Truk 3 As 499.4931 636.4363 631.6376Trailer 795.5530 1013.6653 404.4970
= 3944.8143 5026.3417
3.82079472082 % kend. Berat 17.6929460581
Lintas Ekivalen Rencana (LER)4485.5780
1.2
5382.6936
19646831.6110576
LHR2024
-
E8254.8497 0.000185
LHR2024
-
5143.3346 0.0293252031.8194 0.1904731253.9406 0.1118911026.8000 3.024867631.6376 1.129701404.4970 2.809673
E### 0.000185
6553.4536 0.0293252588.8719 0.1904731597.7264 0.1118911308.3120 3.024867804.8101 1.129701515.3956 2.809673
LHR2036
-
Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As
5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 2.4 5.760 2 2.6 24 2.4 5.7603 2.8 25 2.5 6.250 C =4 3.1 27 2.7 7.290 JKNH =5 3.5 30 3 9.0006 3.6 31 3.1 9.6107 4.5 35 3.5 12.2508 4.5 35 3.5 12.250 20149 4.5 35 3.5 12.250
10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010
65.65 252.573
3.6472S = 0.8789
2.5222 KolektorFk = 24.0982 % (< 25% Dianjurkan)
(kg/cm2) k2
R1 =R2 =R3 =R4 =
JKN2036=
JSKN2014=
k = JSKN2036=
ko =
-
Jenis Knedaraan LHR SumbuBus Kecil 3549.6867 7099.3734BUS 1402.2658 2804.5317Truk Ringan 865.4106 1730.8212Truk Berat 2 As 708.6489 1417.2978Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941
7241.1032 14761.3711
0.705068.7722
3.02 4.02 2.02 4.022019 2024 2030
5.3911 n = 56.4132 n = 59.0086 n = 6
10.7849 n = 631.5978
58459150.3573
14761.3711
170245805.6074
-
STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189
2036 STRT 4.5054 0.0189SGRG 10.2623 0.0189
Konfigurasi Sumbu
Beban Sumbu (ton)
Presentase Konfigurasi Sumbu
-
Dicoba : t = 19 cm Fk = 1,0
286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054
STRT 4.5054 4.5054SGRG 10.2623 10.2623
Jumlah Repetisi Beban
Konfigurasi Sumbu (a)
Beban Sumbu (b)
Beban Sumbu Rencana ( C )
-
Repetisi Beban (d)
286574.661 - -286574.661 - -113208.260 - -113208.260 1.4 0.3869866.660 1.73 0.4769866.660 2.0 0.54 18000057210.912 1.86 0.5057210.912 2.63 0.71 150035193.379 1.94 0.52 30000035193.379 2.31 0.62 1800022537.632 2.16 0.58 5700022537.632 2.16 0.58 5700022537.632 1.5 0.41
Jumlah
Mr = 37 kg/cm2
Tegangan Yang Terjadi (e)
Perbandingan Tegangan (f)
Jumlah Repetisi Beban Izin (g)
-
0.54 1800000.541
0.55 130000
0.51 4000000.503
0.52 300000
38.81480.7 2000
3814.0608 0.71111.7311 0.71 1500
195.518839.5397 0.62 18000 0.58 57000
0.624 0.5840.63 14000 0.59 42000
4099.665
Presentase Fatigue (h)
-
Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As
5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 2.4 5.760 2 2.6 24 2.4 5.7603 2.8 25 2.5 6.250 C =4 3.1 27 2.7 7.290 JKNH =5 3.5 30 3 9.0006 3.6 31 3.1 9.6107 4.5 35 3.5 12.2508 4.5 35 3.5 12.250 20149 4.5 35 3.5 12.250
10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010
65.65 252.573
3.6472S = 0.8789
2.5222 KolektorFk = 24.0982 % (< 25% Dianjurkan)
(kg/cm2) k2
R1 =R2 =R3 =R4 =
JKN2036=
JSKN2014=
k = JSKN2036=
ko =
-
Jenis Knedaraan LHR SumbuBus Kecil 3549.6867 7099.3734BUS 1402.2658 2804.5317Truk Ringan 865.4106 1730.8212Truk Berat 2 As 708.6489 1417.2978Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941
7241.1032 14761.3711
0.705068.7722
3.02 4.02 2.02 4.022019 2024 2030
5.3911 n = 56.4132 n = 59.0086 n = 6
10.7849 n = 631.5978
58459150.3573
14761.3711
170245805.6074
-
STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189
2036 STRT 4.5054 0.0189SGRG 10.2623 0.0189
Konfigurasi Sumbu
Beban Sumbu (ton)
Presentase Konfigurasi Sumbu
-
Dicoba : t = 20 cm Fk = 1,0
286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054
STRT 4.5054 4.5054SGRG 10.2623 10.2623
Jumlah Repetisi Beban
Konfigurasi Sumbu (a)
Beban Sumbu (b)
Beban Sumbu Rencana ( C )
-
Repetisi Beban (d)
286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.8 0.5057210.912 1.72 0.4657210.912 2.45 0.66 600035193.379 1.76 0.4835193.379 2.19 0.59 4200022537.632 2.00 0.54 18000022537.632 2.00 0.54 18000022537.632 1.4 0.38
Jumlah
Mr = 37 kg/cm2
Tegangan Yang Terjadi (e)
Perbandingan Tegangan (f)
Jumlah Repetisi Beban Izin (g)
-
0.54 1800000.497
0.55 130000
0.51 4000000.465
0.52 300000
0.7 2000953.5152 0.662
0.71 150083.793812.5209 0.62 18000 0.58 5700012.5209 0.592 0.541
0.63 14000 0.59 420001062.351
Presentase Fatigue (h)
-
Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As
5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 2.4 5.760 2 2.6 24 2.4 5.7603 2.8 25 2.5 6.250 C =4 3.1 27 2.7 7.290 JKNH =5 3.5 30 3 9.0006 3.6 31 3.1 9.6107 4.5 35 3.5 12.2508 4.5 35 3.5 12.250 20149 4.5 35 3.5 12.250
10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010
65.65 252.573
3.6472S = 0.8789
2.5222 KolektorFk = 24.0982 % (< 25% Dianjurkan)
(kg/cm2) k2
R1 =R2 =R3 =R4 =
JKN2036=
JSKN2014=
k = JSKN2036=
ko =
-
Jenis Knedaraan LHR SumbuBus Kecil 3549.6867 7099.3734BUS 1402.2658 2804.5317Truk Ringan 865.4106 1730.8212Truk Berat 2 As 708.6489 1417.2978Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941
7241.1032 14761.3711
0.705068.7722
3.02 4.02 2.02 4.022019 2024 2030
5.3911 n = 56.4132 n = 59.0086 n = 6
10.7849 n = 631.5978
58459150.3573
14761.3711
170245805.6074
-
STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189
2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189
Konfigurasi Sumbu
Beban Sumbu (ton)
Presentase Konfigurasi Sumbu
-
Dicoba : t = 21 cm Fk = 1,0
286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054
STRG 10.2623 10.2623SGRG 10.2623 10.2623
Jumlah Repetisi Beban
Konfigurasi Sumbu (a)
Beban Sumbu (b)
Beban Sumbu Rencana ( C )
-
Repetisi Beban (d)
286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.6 0.4357210.912 2.3 0.62 1800035193.379 1.66 0.4535193.379 2.08 0.56 10000022537.632 1.89 0.51 40000022537.632 2.25 0.61 2400022537.632 2.27 0.61 24000
Jumlah
Mr = 37 kg/cm2
Tegangan Yang Terjadi (e)
Perbandingan Tegangan (f)
Jumlah Repetisi Beban Izin (g)
-
0.54 1800000.470
0.55 130000
0.51 4000000.432
0.52 300000
0.7 2000317.8384 0.622
0.71 150035.19345.6344 0.62 18000 0.58 57000
93.9068 0.562 0.51193.9068 0.63 14000 0.59 42000546.480
Presentase Fatigue (h)
-
Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As
5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 0.24 0.0599 0.24 2 2.6 24 0.24 0.05993 2.8 25 0.26 0.0650 C =4 3.1 27 0.28 0.0758 JKNH =5 3.5 30 0.31 0.09366 3.6 31 0.32 0.10007 4.5 35 0.36 0.12748 4.5 35 0.36 0.1274 20149 4.5 35 0.36 0.1274
10 4.6 36 0.37 0.134811 4.9 37 0.38 0.142412 5 37.5 0.38 0.146313 5.8 41 0.42 0.174914 6.3 43 0.44 0.1924 R =15 7.3 47 0.48 0.229816 7.4 48 0.49 0.239717 8.4 50 0.51 0.260118 8.6 51 0.52 0.2706
6.6963 2.6278
0.3720S = 0.0896
0.2573 KolektorFk = 24.0982 % (< 25% Dianjurkan)
(kg/cm2) k2
R1 =R2 =R3 =R4 =
JKN2036=
JSKN2014=
k = JSKN2036=
ko =
-
Jenis Knedaraan LHR SumbuBus Kecil ### ###BUS ### ###Truk Ringan 865.4106 ###Truk Berat 2 As 708.6489 ###Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941
### ###
0.705068.7722
3.02 4.02 2.02 4.022019 2024 2030
5.3911 n = 56.4132 n = 59.0086 n = 6
10.7849 n = 631.5978
58459150.3573
14761.3711
170245805.6074
37.74 3.7
-
STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189
2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189
36.2745fc 3.7
Konfigurasi Sumbu
Beban Sumbu (ton)
Presentase Konfigurasi Sumbu
-
Dicoba : t = 21 cm Fk = 1,0
286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054
STRG 10.2623 10.2623SGRG 10.2623 10.2623
Jumlah Repetisi Beban
Konfigurasi Sumbu (a)
Beban Sumbu (b)
Beban Sumbu Rencana ( C )
-
Repetisi Beban (d)
286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.6 0.4357210.912 2.3 0.62 1800035193.379 1.66 0.4535193.379 2.08 0.56 10000022537.632 1.89 0.51 40000022537.632 2.25 0.61 2400022537.632 2.27 0.61 24000
Jumlah
Mr = 37 kg/cm2
Tegangan Yang Terjadi (e)
Perbandingan Tegangan (f)
Jumlah Repetisi Beban Izin (g)
-
0.54 1800000.470
0.55 130000
0.51 4000000.432
0.52 300000
0.7 2000317.8384 0.622
0.71 150035.19345.6344 0.62 18000 0.58 57000
93.9068 0.562 0.51193.9068 0.63 14000 0.59 42000546.480
Presentase Fatigue (h)
-
Dik ; no. Jenis KnedaraanUR = 22 1 Bus KecilMr = 11 2 BUSFungsi Jalan = Kolektor 3 Truk RinganFk = 4 Truk Berat 2 As
5 Truk 3 Asno. CBR K 6 Trailer1 2.6 24 2.4 5.760 2 2.6 24 2.4 5.7603 2.8 25 2.5 6.250 C =4 3.1 27 2.7 7.290 JKNH =5 3.5 30 3 9.0006 3.6 31 3.1 9.6107 4.5 35 3.5 12.2508 4.5 35 3.5 12.250 20149 4.5 35 3.5 12.250
10 4.6 36 3.6 12.96011 4.9 37 3.7 13.69012 5 37.5 3.75 14.06313 5.8 41 4.1 16.81014 6.3 43 4.3 18.490 R =15 7.3 47 4.7 22.09016 7.4 48 4.8 23.04017 8.4 50 5 25.00018 8.6 51 5.1 26.010
65.65 252.573
3.6472S = 0.8789
2.5222 KolektorFk = 24.0982 % (< 25% Dianjurkan)
(kg/cm2) k2
R1 =R2 =R3 =R4 =
JKN2036=
JSKN2014=
k = JSKN2036=
ko =
-
Jenis Knedaraan LHR SumbuBus Kecil ### ###BUS ### ###Truk Ringan 865.4106 ###Truk Berat 2 As 708.6489 ###Truk 3 As 435.9264 871.8529Trailer 279.1647 837.4941
### ###
0.705068.7722
3.02 4.02 2.02 4.022019 2024 2030
5.3911 n = 56.4132 n = 59.0086 n = 6
10.7849 n = 631.5978
58459150.3573
14761.3711
170245805.6074
-
STRT 1.7102 0.2405STRG 3.3198 0.2405STRT 2.7302 0.0950STRG 5.2998 0.0950STRT 2.3902 0.0586STRG 4.6398 0.0586STRT 5.4502 0.0480STRG 10.5798 0.0480STRT 5.0075 0.0295SGRG 15.0225 0.0295STRT 4.5054 0.0189
2036 STRT 10.2623 0.0189SGRG 10.2623 0.0189
Konfigurasi Sumbu
Beban Sumbu (ton)
Presentase Konfigurasi Sumbu
-
Dicoba : t = 22 cm Fk = 1,0
286574.6606286574.6606113208.2597 STRT 1.7102 1.7102113208.2597 STRG 3.3198 3.319869866.6595 STRT 2.7302 2.730269866.6595 STRG 5.2998 5.299857210.9123 STRT 2.3902 2.390257210.9123 STRG 4.6398 4.639835193.3794 STRT 5.4502 5.450235193.3794 STRG 10.5798 10.579822537.6321 STRT 5.0075 5.007522537.6321 SGRG 15.0225 15.022522537.6321 STRT 4.5054 4.5054
STRG 10.2623 10.2623SGRG 10.2623 10.2623
Jumlah Repetisi Beban
Konfigurasi Sumbu (a)
Beban Sumbu (b)
Beban Sumbu Rencana ( C )
-
Repetisi Beban (d)
286574.661 - -286574.661 - -113208.260 - -113208.26069866.66069866.660 1.74 0.4757210.912 1.47 0.4057210.912 2.18 0.59 4200035193.379 1.5 0.4135193.379 1.97 0.53 24000022537.632 1.75 0.47 40000022537.632 2.10 0.57 7500022537.632 2.19 0.59 42000
Jumlah
Mr = 37 kg/cm2
Tegangan Yang Terjadi (e)
Perbandingan Tegangan (f)
Jumlah Repetisi Beban Izin (g)
-
0.54 1800000.470
0.55 130000
0.51 4000000.397
0.52 300000
0.7 2000136.2165 0.589
0.71 150014.66395.6344 0.62 18000 0.58 57000
30.0502 0.532 0.47353.6610 0.63 14000 0.59 42000240.226
Presentase Fatigue (h)
Tahap 1Tahap 2Tahap 2 (2)Tahap 4 (OK!!!)Tahap 4 (OK!!!) (2)Tahap 4 (OK!!!) (5)KebanykanTahap 4 (OK!!!) (4)