19
DATA UTAMA KAPAL YANG DIRANCANG Tipe Kapal General Cargo Lwl LPP 99.8 m B 19.6 m H 13.2 m T 8.603 m e Vs 15 knot 0.979 m 0.645 m 0.658 m Cb / Cm 0.658836 PERHITUNGAN AWAL A. Menentukan lwl LWL lpp(1+3%) lpp+3%lpp Ldisp . B . 99,8+3 101,3 x 19, 102.8 m 11017.299 B. Menentukan Ldisp (Lwl + Lpp) 1/2 (Lpp + 3% Lpp + Lpp) 1/2 1/3 ( A . (Lpp + 1,5% Lpp) 1/3 x6520,3 (1 + 1,5%) Lpp 11008.511 (1 + 1,5%) 99,8 101.3 m 332.349081 feet C. Menentukan speed lenght ratio speed length ratio = 0.0797691 15/18,230 4. Tentukan Lcb NSP 0.82282 kn/ft Lcb D. Menentukan koefisien Dari Diagram NSP 0,062% x 10 Cb (Coef Blok) 0.645 -0.062806 j = Cp (Coef Pris) 0.658 b = Cm (Coef Mids) = 0.979 5. Tentukan Lcb simp E. Menentukan luasan area midship Lcb [( A . FS Cm Am / B.T (-203,4 / 6 Am Cm . B. T -0.158346 0,979*19,6*8,603 165.077805 6. Koreksi Toleransi G. Jarak tiap station dalam CSA Lcb (Lcb simpso 101,3 / 20 -0.095731 5.06500 m Ldisp Vs / √Ldisp h pada Ldisp b (Cm) ddisp (Cb) jdisp (Cp) PERHITUNGAN KOREKSI Vdisp d 1. Tentukan Vdisp Vdisp Ldisp 2. Tentukan Vdisp simp Vdisp 3. Koreksi toleransi Vdispl ( Vdisp - Vdisp Vdi vs/√L 15/√332,349081 e . Ldisp d = m 2 hdisp Ldisp / 20 Lpp x 100%

Perhitungan CSA

Embed Size (px)

DESCRIPTION

Perhitungan CSA

Citation preview

awal+csa dispDATA UTAMA KAPAL YANG DIRANCANGNo. Station% AmAmLuas (A)SA.Sn(A.S).nTipe Kapal General CargoLwl 102.8m00%165.077805010-100LPP 99.8mLdisp 101.3:312,457ft19.66%165.07780515.9465463.786063852-9-574.074574668B 19.6mVs / Ldisp 0.82282knot/ft225.94%165.07780542.8212285.642365234-8-685.138921872H 13.2mh pada Ldisp5.07500m345.95%165.07780575.85334303.41300559-7-2123.89103913T 8.603me -0.06%464.71%165.077805106.82182213.643695231-6-1281.862171386Vs 15knot580%165.077805132.11184528.447069366-5-2642.23534683b (Cm) 0.979m690.09%165.077805148.71862297.437189049-4-1189.748756196ddisp (Cb) 0.645m795.72%165.077805158.01254632.049899784-3-1896.149699352jdisp (Cp) 0.658m898.68%165.077805162.89882325.797555948-2-651.595111896Cb / Cm 0.65883554659100%165.077805165.07784660.31122-1-660.31122PERHITUNGAN AWAL10100%165.077805165.07782330.1556100 A. Menentukan lwlPERHITUNGAN KOREKSI Vdisp dan Lcb11100%165.077805165.07784660.311221660.31122LWL =lpp(1+3%)1. Tentukan Vdisp1299%165.077805162.84932325.6985092652651.39701853 =lpp+3%lpp Vdisp = Ldisp . B . T . disp1396%165.077805157.88044631.52165080831894.564952424 =99,8+3 =101,3 x 19,6 x 8,603 x 0,645 1490%165.077805149.32942298.65876480641194.635059224 =102.8m =11017.2994638m31579%165.077805130.16384520.6553969752603.27698485B. Menentukan Ldisp 1662.79%165.077805103.65242207.30470751961243.828245114Ldisp =(Lwl + Lpp) 1/22. Tentukan Vdisp simpson1743.91%165.07780572.48574289.94265670272029.598596914 =(Lpp + 3% Lpp + Lpp) 1/2 Vdisp = 1/3 (A . FS) h1826.09%165.07780543.0688286.1375986498689.100789192 =(Lpp + 1,5% Lpp) =1/3 x6520,3 x5,065199.00%165.07780514.8570459.42800989534.8520882 =(1 + 1,5%) Lpp =11008.5110617074m3200%165.0778050.000010100 =(1 + 1,5%) 99,8A*S6520.3(A*S)*n-203.4 =101.3m3. Koreksi toleransi VdispPERHITUNGAN LUAS STATION DALAM CSA DENGAN SKALA =332.3490813648feetVdispl = ( Vdisp - Vdisp simpson)prohaskaC. Menentukan speed lenght ratio Vdisp x 100%StationSkala 1 :3,5stationskala 1:3speed length ratio =vs/L =0.0797691133 < 0,5%0001.5554 =15/332,34908114.55614741815.4213 =15/18,2304. Tentukan Lcb NSP212.2346236049211.7897 =0.8228195283kn/ftLcb =e . Ldisp321.6723575421318.5326D. Menentukan koefisien Dari Diagram NSP =0,062% x 101,3430.5205278901424.5095d =Cb (Coef Blok) =0.645 =-0.062806537.7462192404529.0488j =Cp (Coef Pris) =0.658642.491027007631.873b =Cm (Coef Mids) =0.9795. Tentukan Lcb simpson745.1464214131733.45E. Menentukan luasan area midshipLcb =[( A . FS . FM) / ( A . FS)] x h846.5425079926834.2111Cm = Am / B.T =(-203,4 / 6520,3) x 5,065947.1650871429934.4359Am = Cm . B. T =-0.1583456122meter1047.16508714291034.4387 =0,979*19,6*8,6031147.16508714291134.3553 =165.0778052m26. Koreksi Toleransi Lcb1246.52835846641233.719G. Jarak tiap station dalam CSALcb =(Lcb simpson - Lcb NSP)1345.10868934341332.5383 hdisp = Ldisp / 20Lpp x 100%1442.66553782941430.4472 =101,3 / 20 =-0.0957310744 < 0,1 %1537.18967121211525.9987 =5.06500m1629.6149582171620.3451720.71018976441713.9761812.3053712356187.8122194.2448578429192.456200200no stationluas (A)-20-10.73842.2152-12.2152ap1.52384.5714AP4.5714124.59795.583StationSkala 1 :3400515.3155053216214.2737275397325.28441713258435.60728253859544.037255780510649.572864841511752.67082498212854.29959265813955.025935141055.025935151155.025935161254.2830848775171352.626804234181449.776460801191543.3879497475FP1634.55078458651/6lpp16.63333333331724.16188805851814.3562664415194.95233415200

csa lppDATA UTAMA KAPAL YANG DIRANCANGStationArea SkalaLuas (A)SA . Sn(A . S) . NTipe Kapal General CargoLwl 102.8m-2000.30-10.60LPP 99.8mLdisp 101.3:312,457ft-11.023573.5824951.24.298994-10.3-44.2796382B 19.6mVs / Ldisp 0.82282knot/ftAP2.103187.361131.39.569469-10-95.69469H 13.2mh pada Ldisp5.07500m17.2856225.499674101.99868-9-917.98812T 8.603me -0.06%216.1602456.560842113.12168-8-904.97344Vs 15knotLwl 0.6355885214325.3322188.6627354354.65094-7-2482.55658b (Cm) 0.979mjLwl 0.6483988327433.57545117.5140752235.02815-6-1410.1689ddisp (Cb) 0.645mh pada Lpp4.99539.79131139.2695854557.07834-5-2785.3917jdisp (Cp) 0.658m643.62167152.6758452305.35169-4-1221.40676Cb / Cm 0.6588355465745.73893160.0862554640.34502-3-1921.03506PERHITUNGAN CSA LPP DAN LWL846.80053163.8018552327.60371-2-655.207421. Tentukan nilai h dan h' pada diagram CSA947.16509165.0778154660.31126-1-660.31126h =Lpp / 20h' =3% Lpp / 21047.16509165.0778152330.1556300 =99,8 / 20 =1,5% . 99,81147.03109164.6088154658.435261658.43526 =4.99m =1.497m1246.22649161.7927152323.585432647.170861344.63334156.216694624.8667631874.600282. Tentukan nilai Faktor Simpson pada (-2, -1, dan AP)1441.71055145.9869252291.9738541167.8954FS (-2) = (h' / h) 1FS (-1) = (h' / h) 4FS (AP) = (h' / h) 1+11535.62498124.687434498.7497252493.7486 =(1,497 / 4,99) 1 =(1,497 / 4,99) 4 =(1,497 / 4,99)1+11627.7963497.287192194.5743861167.44628 =0.3 =1.2 =1.31719.0952566.8333754267.333571871.33451810.6315437.21039274.420788595.366243. Tentukan nilai dLwl (Cb Lwl) dan jLwl (Cp Lwl) 193.4523412.08319448.332769434.99484dLwl (Cb Lwl) =Ldisp . ddisp / LwljLwl (Cp Lwl) =disp . Ldisp / LwlFP0010100 = 101,3 . 0,645 /102,8 =0,658 . 101,3 / 102,8 A .S6621.786003 A .S.n-2188.0213082 =0.6355885214 =0.64839883274. Tentukan VLwl4. Tentukan Lcb LPP pada CSA VLwl = Lwl . B . T . LwlLcb =-0.3965Station =102,8 . 19,6 . 8,603 . 0,635589-2 =11017.307759845m3-1AP5. Tentukan VLwl simpson5. Tentukan Lcb simpson1 Vlwl = 1/3 (A . FS) hLcb =[( A . FS . N) / ( A . FS)] h2 =1/3 x 4123,24614 x 5 =(-407,63 / 5659,848) x4,69153 =11014.23738499m3 =-1.6488340642meter456. Koreksi toleransi Vdisp6. Koreksi Toleransi Lcb6Vdispl = ( VLwl - VLwl simpson)Lcb =(Lcb simpson - Lcb CSA)7 Vlwl x 100%Lpp x 100%8 =-0.027876418 < 0,5% =-1.2515394751 < 0,1 %910111213141516171819FP

csa a 2tDATA UTAMA KAPAL YANG DIRANCANGTipe Kapal General CargoLwl 102.8mLPP 99.8mLdisp 101.3:312,457ftB 19.6mVs / Ldisp 0.82282knot/ftH 13.2mh pada Ldisp5.07500mT 8.603me -0.06%Vs 15knotLwl 0.6355885214b (Cm) 0.979mjLwl 0.6483988327ddisp (Cb) 0.645mh pada Lpp4.99jdisp (Cp) 0.658mCb / Cm 0.6588355465TABEL A / 2Tbody planStationArea SkalaLuas (A)A / 2TColumn1-20000-11.023573.5824950.20821196091.7912475AP2.103187.361130.42782343373.68056517.2856225.499671.482021969112.749835216.1602456.560843.287274206728.2804269.51327236325.3322188.6627355.153012611944.3313675108.966501315433.57545117.5140756.829831163558.7570375144.424798175539.79131139.2695858.094245321469.6347925171.162319965643.62167152.6758458.873407241776.3379225187.638613505745.73893160.0862559.304094792580.0431275196.746007395846.80053163.8018559.520042717781.9009275201.312479795947.16509165.0778159.594200569682.5389075202.8806346351047.16509165.0778159.594200569682.5389075202.8806346351147.03109164.6088159.566942636382.3044075202.3042336351246.22649161.7927159.403272986280.8963575198.8432467351344.63334156.216699.079198535478.108345191.990312011441.71055145.9869258.484652156272.9934625179.4179308251535.62498124.687437.246741253162.343715153.240851471627.7963497.287195.654259560648.643595119.565956511719.0952566.8333753.884306346633.416687582.1382178751810.6315437.210392.16264035818.60519545.73156931193.4523412.083190.702266076.04159514.85024051FP0000

csa b2DATA UTAMA KAPAL YANG DIRANCANGB / 2Tipe Kapal General CargoLwl 102.8mStationB tiap Station (y)Sy . SB/50LPP 99.8mLdisp 101.3:312,457ft-200.300B 19.6mVs / Ldisp 0.82282knot/ft-12.131821.22.5581840.0852728H 13.2mh pada Ldisp5.07500mAP2.682931.33.4878090.1073172T 8.603me -0.06%14.62075418.4830.18483Vs 15knotLwl 0.635588521426.22297212.445940.2489188b (Cm) 0.979mjLwl 0.648398832737.47144429.885760.2988576ddisp (Cb) 0.645mh pada Lpp4.99m48.44467216.889340.3377868jdisp (Cp) 0.658m59.17154436.686160.3668616Cb / Cm 0.658835546569.5659219.13180.38263679.72622438.904880.389048889.8219.60.3921. Tentukan nilai a 1. Tentukan jLpp 99.8439.20.392a =0,248 +(0,778 . Lwl) jLpp = jdisp . Ldisp / Lpp109.8219.60.392 =0,248 + (0,778 . 0,635589) =0,658 . 101,3 / 99,8119.8439.20.392 =0.7424878696 =0.6678897796129.8219.60.3921310438.309440.38309442. Tentukan nilai Awl2. Tentukan sudut masuk (Angle of Entrance)149217.810320.3562064Awl =Lwl . B . jf = jlpp + (1.4 - jlpp) . e157.77016431.080640.3108064 =102,8 . 19,6 . 0,74248787 =0,66789 + (1,4-0,66789).-0,062%166.31909212.638180.2527636 =1496.0239588meter2 =0.6674358712174.81469419.258760.1925876183.3362426.672480.13344963. Dimana 1/2 dari Awl :maka sudut masuknya adalah 18o19246.904680.06904681/2 Awl =1/2 . AwlFP0100 =1/2 . 1496,0239593. Tentukan Awl Simpson y . FS 448.3473730 =748.0119794meter2Awl =1/3 x y . FS . h =1/3 . 421,114. 5,065 =745.7511304233meter2

4. Koreksi toleransi AwlAwl =(1/2 Awl - Awl simpson) 1/2 Awl x 100%menentukan jari-jari bilga =0.3022476964 < 0,5%R = 1/2.{(BxT)-Am}/(1-1/4) =1/2.{(18x7,413)-Am}/(1-1/4)1. Tentukan tinggi D:3. Tentukan tinggi e: =1/2.2,2/0,215D =0,7 x Te =0,12 x T =8,234885.1162790698 =0,7 x 8,603 =0,12 x 7,413 =2.869648m =6.0221meter =1.03236meter2. Tentukan tinggi a:4. Tentukan tinggi b:a =0,33 x Tb =0,35 x T =0,33 x 7,413 =0,35 x 7,413 =2.8390meter =3.0111meterbody planStationB tiap Station (y)FSy . FSB/50-200.3000-11.45971.21.751640.0583880.72985AP2.14471.32.788110.0857881.0723514.11547416.461880.16461882.05773525.64512211.290240.22580482.8225636.96068427.842720.27842723.4803447.84483215.689660.31379323.92241558.52696434.107840.34107844.2634868.96077217.921540.35843084.48038579.17348436.693920.36693924.5867489.2218.40.3684.699.2436.80.3684.6109.2218.40.3684.6119.2436.80.3684.6129.15413218.308260.36616524.577065138.82329435.293160.35293164.411645148.20596216.411920.32823844.10298157.31601429.264040.29264043.658005166.14116212.282320.24564643.07058174.87204419.488160.19488162.43602183.4905926.981180.13962361.74529519248.137360.08137361.01717FP01000 y . FS 421.113950

buritanDATA UTAMA KAPAL YANG DIRANCANGTipe Kapal General CargoLwl 102.8mLPP 99.8mLdisp 101.3:312,457ftB 19.6mVs / Ldisp 0.82282knot/ft26.3566814039H 13.2mh pada Ldisp5.07500mT 8.603me -0.06%(0,08)Lclc=lppVs 15knotLwl 0.63558852147.984b (Cm) 0.979mjLwl 0.6483988327ddisp (Cb) 0.645mh pada Lpp4.99msekat kamar mesinjdisp (Cp) 0.658m20%lppCb / Cm 0.658835546519.961. Tentukan tinggi D:3. Tentukan tinggi e:D =0,7 x Te =0,12 x T =0,7 x 8,603 =0,12 x 8,603 =6.0221meter =1.03236meter0.516182. Tentukan tinggi a:4. Tentukan tinggi b:a =0,33 x Tb =0,35 x T =0,33 x 8,603 =0,35 x 8,603 =2.8390meter =3.0111meter5. Tentukan nilai x pada main deck8. Tentukan nilai a pada main deckx =2,8 ( Lpp/3 + 10 )a =5,6 ( Lpp/3+10 ) =2,8 ( 99,8/3 + 10 ) =5,6 ( 99,8/3 + 10 ) =121.147mm =242.293mm =0.1211466667meter =0.2422933333meter6. Tentukan nilai y pada main deck9. Tentukan nilai b pada main decky =11,1 ( Lpp/3+10 )b =22,2 ( Lpp/3+10 ) =11,1 ( 99,8/3 + 10 ) =22,2 ( 99,8/3 + 10 ) =480.26mm =960.52mm =0.48026meter =0.96052meter7. Tentukan nilai z pada main deck10. Tentukan nilai c pada main deckz =25,0 ( Lpp/3+10 )c =50,0 ( Lpp/3+10 ) =25,0 (99,8/3 + 10 ) =50,0 ( 99,8/3 + 10 ) =1081.667mm =2163.333mm =1.0816666667meter =2.1633333333meter11. Tentukan letak penambahan tinggi lengkung membujur geladak utamaPembagian tinggi = Lpp / 6 =93,83 / 6 =15.638mm12. Menentukan nilai L rule's13. Tentukan jarak gading pada kapal nilai 96%Lwl = 96% x Lwla0 =L/500 + 0,48 [meter] =96% x 102,8 =(99,716/500) + 0,48 =98.688meter =0.6794meternilai 97% Lwl =97% x Lwl14. Tentukan besar kamar mesin =97% x 102,8besar ruang kamar mesin =19,72098% x Lpp =99.716meter =19,53846154% x 93,83 =18.333meterKarena nilai Lpp kapal lebih besar dibandingkan nilai L mksimal maka berdasarkan ketentuan dari BKI nilai L adalah 93,740815. Tentukan tinggi Bulwarktinggi a = 2,5 metertinggi b =200 mm16. menentukan jarak sekat tubrukanLc= 0,08 x L =0,08 x 99,8=4.9917. menentukan lebar plate keelb= 800 + 5L= 800 + 5 . 93,74081268mm1.3m