13. Job Description: 14. 15. PROJECT: OIL TANK PIPE 16. 17. CLIENT : 18. 19. ANALYST: M. FADHILLAH PUTRA 20. 21. NOTES : 22. 23. PIPE DATA 24. ---------------------------------------------------------------------------25. ---------------------------------------------------------------------------26. From 10 To 14 DZ= -5.400 m. 27. PIPE 28. Dia= 219.075 mm. Wall= 8.179 mm. Insul= .000 m. 29. GENERAL 30. T1= 60 C P1= 10.9998 KPa Mat= (102)A53 B E= 203,390,704 KPa 31. EH1= 201,046,528 KPa EH2= 203,390,704 KPa EH3= 203,390,704 KPa 32. EH4= 203,390,704 KPa EH5= 203,390,704 KPa EH6= 203,390,704 KPa 33. EH7= 203,390,704 KPa EH8= 203,390,704 KPa EH9= 203,390,704 KPa 34. v = .292 Density= .0078 kg./cu.cm. Fluid= .0008430 kg./cu.cm. 35. RESTRAINTS 36. Node 10 ANC 37. ALLOWABLE STRESSES 38. B31.3 (2006) Sc= 137,892 KPa Sh1= 137,892 KPa Sh2= 137,892 KPa 39. Sh3= 137,892 KPa Sh4= 137,892 KPa Sh5= 137,892 KPa Sh6= 137,892 KPa 40. Sh7= 137,892 KPa Sh8= 137,892 KPa Sh9= 137,892 KPa Sy= 241,311 KPa 41. ---------------------------------------------------------------------------42. From 14 To 15 DZ= -.105 m. 43. RIGID Weight= 177.92 N. 44. ---------------------------------------------------------------------------45. From 15 To 16 DZ= -.502 m. 46. RIGID Weight= 1,734.72 N.
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47. ---------------------------------------------------------------------------48. From 16 To 17 DZ= -.105 m. 49. RIGID Weight= 177.92 N. 50. ---------------------------------------------------------------------------51. From 17 To 20 DZ= -1.400 m. 52. BEND at "TO" end 53. Radius= .305 m. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 19 54. Angle/Node @2= .00 18 55. RESTRAINTS 56. Node 20 +Y 57. ---------------------------------------------------------------------------58. From 20 To 30 DY= 1.000 m. 59. BEND at "TO" end 60. Radius= .305 m. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 29 61. Angle/Node @2= .00 28 62. ---------------------------------------------------------------------------63. From 30 To 35 DX= 1.000 m. 64. ---------------------------------------------------------------------------65. From 35 To 36 DX= .105 m. 66. RIGID Weight= 177.92 N. 67. ---------------------------------------------------------------------------68. From 36 To 40 DX= 4.900 m. 69. RESTRAINTS 70. Node 40 +Y 71. ---------------------------------------------------------------------------72. From 40 To 50 DX= 6.000 m. 73. RESTRAINTS 74. Node 50 +Y 75. ---------------------------------------------------------------------------76. From 50 To 60 DX= 6.000 m. 77. RESTRAINTS 78. Node 60 +Y 79. ---------------------------------------------------------------------------80. From 60 To 70 DX= 6.000 m. 81. BEND at "TO" end
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Radius= .305 m. (LONG) Bend Angle= 90.000 82. Angle/Node @1= 45.00 69 83. Angle/Node @2= .00 68 84. ---------------------------------------------------------------------------85. From 70 To 75 DZ= -1.000 m. 86. ---------------------------------------------------------------------------87. From 75 To 76 DZ= -.105 m. 88. RIGID Weight= 177.92 N. 89. ---------------------------------------------------------------------------90. From 76 To 80 DZ= -5.900 m. 91. RESTRAINTS 92. Node 80 +Y 93. ---------------------------------------------------------------------------94. From 80 To 90 DZ= -7.000 m. 95. RESTRAINTS 96. Node 90 +Y 97. ---------------------------------------------------------------------------98. From 90 To 100 DZ= -7.000 m. 99. RESTRAINTS 100. Node 100 +Y 101. ---------------------------------------------------------------------------102. From 100 To 110 DZ= -7.000 m. 103. RESTRAINTS 104. Node 110 +Y 105. ---------------------------------------------------------------------------106. From 110 To 120 DZ= -7.000 m. 107. BEND at "TO" end 108. Radius= .305 m. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 119 109. Angle/Node @2= .00 118 110. ---------------------------------------------------------------------------111. From 120 To 125 DY= -.500 m. 112. ---------------------------------------------------------------------------113. From 125 To 126 DY= -.105 m. 114. RIGID Weight= 177.92 N. 115. ---------------------------------------------------------------------------116. From 126 To 130 DY= -3.400 m.
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BEND at "TO" end 117. 118. Radius= .305 m. (LONG) Bend Angle= 90.000 Angle/Node @1= 45.00 129 119. Angle/Node @2= .00 128 120. ---------------------------------------------------------------------------121. From 130 To 131 DX= 1.400 m. 122. RESTRAINTS 123. Node 130 +Y 124. ---------------------------------------------------------------------------125. From 131 To 132 DX= .105 m. 126. RIGID Weight= 177.92 N. 127. ---------------------------------------------------------------------------128. From 132 To 134 DX= .502 m. 129. RIGID Weight= 1,734.72 N. 130. ---------------------------------------------------------------------------131. From 134 To 135 DX= .105 m. 132. RIGID Weight= 177.92 N. 133. ---------------------------------------------------------------------------134. From 135 To 140 DX= 1.400 m. 135. RESTRAINTS 136. Node 140 ANC 137. 138. 139. 140. MATERIAL Changes: 141. 10 14 Mat= (102)A53 B E= 203,390,704 KPa 142. v = .292 Density= .0078 kg./cu.cm. 143. JOBNAME: E:\TA PRINT\WORD\OIL TANK PIPE 144. 145. ALLOWABLE STRESS Changes 146. 10 14 B31.3 (2006) Sc= 137,892 KPa 147. Sh1= 137,892 KPa Sh2= 137,892 KPa 148. Sh3= 137,892 KPa Sh4= 137,892 KPa 149. Sh5= 137,892 KPa Sh6= 137,892 KPa 150. Sh7= 137,892 KPa Sh8= 137,892 KPa
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151. KPa Sy= 241,311 KPa 152. 153. 154. 155. BEND ELEMENTS 156. 17 20 m. (LONG) Bend Angle= 90.000 157. @1= 45.00 19 Angle/Node @2= .00 158. 159. 20 30 m. (LONG) Bend Angle= 90.000 160. @1= 45.00 29 Angle/Node @2= .00 161. 162. 60 70 m. (LONG) Bend Angle= 90.000 163. @1= 45.00 69 Angle/Node @2= .00 164. 165. 110 120 m. (LONG) Bend Angle= 90.000 166. @1= 45.00 119 167. @2= .00 118 168. 126 130 m. (LONG) Bend Angle= 90.000 169. @1= 45.00 129 170. @2= .00 128 171. 172. 173. 174. RIGIDS 175. 14 15 177.92 N. 176. 15 16 1,734.72 N. 177. 16 17 177.92 N. 178. 35 36 177.92 N. 179. 75 76 177.92 N.
Sh9= 137,892
Radius= .305 Angle/Node 18 Radius= .305 Angle/Node 28 Radius= .305 Angle/Node 68 Radius= .305 Angle/Node Angle/Node Radius= .305 Angle/Node Angle/Node
RIGID
Weight=
RIGID
Weight=
RIGID
Weight=
RIGID
Weight=
RIGID
Weight=
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125 126 RIGID Weight= 180. 177.92 N. 181. 131 132 RIGID Weight= 177.92 N. 182. 132 134 RIGID Weight= 1,734.72 N. 183. 134 135 RIGID Weight= 177.92 N. 184. 185. RESTRAINTS Len MU 186. GAP YIELD Dir 187. NODE TYPE CNODE STIF1 STIF2 FORCE Vectors 188. -------+-------+------+----------+----------+---------+--------------------189. 10 ANC .000 .000 .000 190. 20 +Y .000 1.000 .000 191. 40 +Y .000 1.000 .000 192. 50 +Y .000 1.000 .000 193. 60 +Y .000 1.000 .000 194. 80 +Y .000 1.000 .000 195. 90 +Y .000 1.000 .000 196. 100 +Y .000 1.000 .000 197. 110 +Y .000 1.000 .000 198. 130 +Y .000 1.000 .000 199. 140 ANC .000 .000 .000 200. 201. INPUT UNITS USED... 202. 203. UNITS= SI NOM/SCH INPUT= ON 204. LENGTH inches x 0.025 = m. 205. FORCE pounds x 4.448 = N.
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MASS(dynamics) pounds x 206. 0.454 = kg. 207. MOMENTS(INPUT) inch-pounds x 0.113 = N.m. 208. MOMENTS(OUTPUT) inch-pounds x 0.113 = N.m. 209. STRESS lbs./sq.in. x 6.895 = KPa 210. TEMP. SCALE degrees F. x 0.556 = C 211. PRESSURE psig x 6.895 = KPa 212. ELASTIC MODULUS lbs./sq.in. x 6.895 = KPa 213. PIPE DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. 214. INSULATION DENS. lbs./cu.in. x 0.028 = kg./cu.cm. 215. FLUID DENSITY lbs./cu.in. x 0.028 = kg./cu.cm. 216. TRANSL. STIF lbs./in. x 1.751 = N./cm. 217. ROTATIONAL STIF in.lb./deg. x 0.113 = N.m./deg 218. UNIFORM LOAD lb./in. x 1.751 = N./cm. 219. G LOAD g's x 1.000 = g's 220. WIND LOAD lbs./sq.in. x 6.895 = KPa 221. ELEVATION inches x 0.025 = m. 222. COMPOUND LENGTH inches x 0.025 = m. 223. DIAMETER inches x 25.400 = mm. 224. WALL THICKNESS inches x 25.400 = mm. 225. 226. 227. 228. 229. 230. 231. EXECUTION CONTROL PARAMETERS 232. 233. Rigid/ExpJt Print Flag ..... 1.000
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Bourdon Option ............. .000 234. 235. Loop Closure Flag .......... .000 236. Thermal Bowing Delta Temp .. .000 C 237. Liberal Allowable Flag ..... 1.000 238. Uniform Load Option ........ .000 239. Ambient Temperature ........ 21.114 C 240. Plastic (FRP) Alpha ........ 21.598 241. Plastic (FRP) GMOD/EMODa ... .250 242. Plastic (FRP) Laminate Type. 3.000 243. Eqn Optimizer .............. .000 244. Node Selection ............. .000 245. Eqn Ordering ............... .000 246. Collins .................... .000 247. Degree Determination ....... .000 248. User Eqn Control ........... .000 249. 250. COORDINATE REPORT 251. /--------------------(m. )---------------------/ 252. NODE X Y Z 253. 10 .0000 .0000 .0000 254. 14 .0000 .0000 5.4000 255. 15 .0000 .0000 5.5048 256. 16 .0000 .0000 6.0064 257. 17 .0000 .0000 6.1112 258. 20 .0000 .0000 7.5112 259. 30 .0000 1.0000 7.5112 260. 35 1.0000 1.0000 7.5112 261. 36 1.1048 1.0000 7.5112 262. 40 6.0048 1.0000 7.5112 263. 50 12.0048 1.0000 7.5112 264. 60 18.0048 1.0000 7.5112 265. 70 24.0048 1.0000 7.5112
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266. 8.5112 267. 8.6160 268. 14.5160 269. 21.5160 270. 28.5160 271. 35.5160 272. 42.5160 273. 42.5160 274. 42.5160 275. 42.5160 276. 42.5160 277. 42.5160 278. 42.5160 279. 42.5160 280.
75
24.0048
1.0000
-
76
24.0048
1.0000
-
80
24.0048
1.0000
-
90
24.0048
1.0000
-
100
24.0048
1.0000
-
110
24.0048
1.0000
-
120
24.0048
1.0000
-
125
24.0048
.5000
-
126
24.0048
.3952
-
130
24.0048
-3.0048
-
131
25.4048
-3.0048
-
132
25.5096
-3.0048
-
134
26.0112
-3.0048
-
135
26.1160
-3.0048
-
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Kode ASME B.31 American Society of Mechanical Engineers (ASME) merupakan badan yang diakreditasi oleh American National Standard Institute (ANSI). ASME B.31 bertugas untuk membuat kode dan standar sistem perpipaan yang mengalami beban tekanan dan melakukan pengembangan terhadap kode yang telah ada sebelumnya, sehingga dapat mengikuti perkembangan-perkembangan yang terjadi di bidang konstruksi, meterial dan industri pada umumnya. ASME B.31 terdiri dari beberapa bagian yang mengatur jenis instalasi sistem perpipaan tertentu yang dijelaskan sebagai berikut: 1. B31.1 Power Piping: sistem perpipaan yang biasanya digunakan pada
stasiun pembangkit tenaga listrik atau sistem pemanasan geothermal. 2. B31.3 Process Piping: sistem perpipaan yang biasanya ditemukan pada
kilang-kilang minyak, pabrik-pabrik kimia, farmasi, tekstil, kertas, semikonduktor, cryogenic, dan pabrik-pabrik proses lain yang berkaitan. 3. B31.4 Pipeline Transportation Systems for Liquid Hydrocarbons and
Other Liquids: sistem perpipaan yang mengalirkan produk-produk cair antar pabrik atau terminal-terminal. 4. B31.5 Refrigeration Piping: sistem perpipaan untuk refrigeran atau
secondary coolants. 5. B31.8 Gas Transportation and Distribution Piping Systems: sistem
perpipaan yang mengalirkan produk-produk gas antara sumber gas dan terminal-terminal. 6. B31.9 Building Services Piping: sistem perpipaan yang biasanya
ditemukan pada industri, bangunan publik, tempat tinggal, dan lain-lain yang tidak memperlukan persyaratan ukuran, tekanan dan temperatur. 7. B31.11 Slurry Transportation Piping Systems: sistem perpipaan yang mengalirkan limbah cair antar pabrik dan terminal-terminal. Pembagian pada ASME B.31 ini memungkinkan pemilik atau perancang untuk dapat memilih kode yang paling mendekati instalasinya
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sehingga dapat digunakan sebagai standar dalam perancangan. Analisis sistem perpipaan yang dibahas pada tugas akhir ini menggunakan kode ASME B31.3 Process Piping.
ASME B31.3 Process Piping. ASME B31.3 adalah kode yang digunakan dalam perancangan sistem perpipaan yang biasanya ditemukan pada kilang minyak, pabrik kimia, farmasi, tekstil, kertas, semikonduktor, cryogenic, dan pabrik proses lain yang berkaitan. Kode ini memuat persyaratan-persyaratan untuk perancangan, material, fabrikasi, perakitan, pembangunan, inspeksi, pemeriksaan, dan pengujian sistem perpipaan.
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CRUDE PALM OIL PROPERTIES
Crude Palm Oil Properties
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