17. FEED Fasilitas Produksi Proyek Pengembangan Pondok Tengah, PT. Singgar Mulia, American Lifelines Aliance, Guideline for the Design of

Transkripsi

1 DAFTAR PUSTAKA 1. Schmit K., Fiberglass Reinforced Plastics (FRP) Piping System Designing Process/Facilities Piping System with FRP A Comparison to Traditional Metallic Materials, EDO Specialty Plastics, Baton Rouge, May 9 th, Norman Yanuar, Perancangan Pipa Penyalur Bawah Laut Menggunakan Material Komposit GRP, Tugas Sarjana, Teknik Mesin FTI ITB, William D. Callister, Jr., Materials Science and Engineering an Introduction, Sixth edition, John Wiley & Sons, Inc., USA, Michael F. Ashby, Materials Selection in Mechanical Design, Third edition, Elsevier Butterworth Hienemann, Dr. Ir. Bambang Kismono Hadi, Mekanika Struktur Komposit, Penerbit ITB, Bandung, Isaac M. Daniel, and Ori Ishai, Engineering Mechanics of Composite Materials, Oxford University Press, New York, Robert M. Jones, Mechanics of Composite Materials, Hemisphere Publishing Corporation, New York, ISO 1469, Petroleum and Natural Gas Industries Glass-reinforced Plastics (GRP) Piping, Bulletin No. C3030, Time-tested Fiberglass Piping Systems from Smith Fibercast, Desember 1 st, Sam Kannappan, P.E., Introduction to Pipe Stress Analysis, John Wiley & Sons, Inc., Canada, API Specification 15HR, Specification for High Pressure Fiberglass Line Pipe, Third edition, Long Span and Piping Supports Lecture 6: Elastic Instability Modes. 14. API RP 110, Pipes Crossing Railroads and Highways, July Manual No. E5000, Engineering & Piping Design Guide Smith Fibercast, October 15 th, COADE Software Engineer, CAESAR II version 4.50 Aplications Guide, January

2 17. FEED Fasilitas Produksi Proyek Pengembangan Pondok Tengah, PT. Singgar Mulia, American Lifelines Aliance, Guideline for the Design of Buried Stell Pipe, July

3 LAMPIRAN A Contoh Perhitungan Analisis Statik Span Menggunakan MathCAD 000

4 ANALISIS STATIK SPAN KONDISI OPERASI 8" crude pipeline DATA OPERASI Tekanan dalam Pd Pa Temperatur instalasi Ti 1.1C Temperatur perancangan maximum Tmax 60C DATA LINGKUNGAN Percepatan Gravitasi g m s Tekanan Eksternal Pe 1atm DATA PIPA Seri pipa Diameter luar pipa STAR FRP SERIES 800 API-15 HR ACT OD 09mm Diameter dalam pipa Diameter rata-rata pipa ID 196.6mm D ( OD ID) D 0.03 m Tebal dinding pipa t ( OD ID) Densitas pipa t m p 1930 kg m 3 Densitas medium c 856. kg m 3

5 Modulus Elastisitas Axial Modulus Elastisitas Hoop Ea Eh Pa Pa Poisson's Ratio (Minor) v 0.39 Tegangan tarik axial maksimum pipa qs Pa Rasio kekuatan biaxial r 0.45 PERHITUNGAN BERAT PIPA Luas penampang pipa A 4 OD ID A m Densitas kombinasi efektif pipa + fluida (ISO 1469) Kombinasi massa linear pipa + fluida (ISO 1469) eff c 4 pt ID eff kg o o eff ID kg m m 3 PERHITUNGAN PANJANG SPAN STATIK BERDASARKAN TEGANGAN AKSIAL YANG DIPERBOLEHKAN (ISO 1469) TIDAK ADA BEBAN THERMAL Inersia polar pipa Ip 64 OD4 ID 4 Ip m 4 Faktor parsial untuk temperatur Faktor parsial untuk resistansi kimia A1 1 A 1

6 Faktor parsial untuk beban siklik A3 1 Tegangan hoop akibat tekan dalam Sh ( Pd Pe) D t Tegangan aksial akibat tekanan dalam Sh Pa Sl ( Pd Pe) D 4t Sl Pa Pendefenisian awal La 0m Panjang span statik maksimum pipa Ls root0.67a1aa3( 1 r) Sh rqs Sl o9.81la OD 16Ip La Ls 1.15 m ADA BEBAN THERMAL Faktor parsial untuk temperatur Faktor parsial untuk resistansi kimia Faktor parsial untuk beban siklik A1 1 A 1 A3 1 Tegangan hoop akibat tekan dalam Sh ( Pd Pe) D t Tegangan aksial akibat tekanan dalam Sh Pa Sl ( Pd Pe) D 4t Sl Pa Tegangan aksial akibat ekspansi termal mm mm C Teff 0.85( Tmax Ti) Teff C Sat Ea Teff

7 Sat Pa Tegangan aksial total akibat tekanan dalam+ekspansi termal SL Sl Sat SL Pa Pendefinisian awal La 0m Panjang span statik maksimum pipa Lst root0.83a1aa3( 1 r) Sh rqs SL o9.81la OD 16Ip La Lst.54 m BERDASARKAN EULER BUCKLING (ISO 1469) Koofisien ekspansi termal mm mm C Perubahan temperatur efektif Teff 0.85( Tmax Ti) Teff C Gaya tekan aksial akibat ekspansi Fat AEaTeff Fat N Ekspansi pipa akibat tekanan dalam p 1 Ea v Eh Pd ( ODID) t Gaya tekan aksial akibat ekspansi tekanan p Fap AEap Fap N Gaya tekan aksial total Faxial Fat Fap

8 Faxial N Panjang span statik maksimum pipa Lse 3 D 3 t Ea 38 Faxial Lse m PENENTUAN PANJANG SPAN MAKSIMUM YANG DIPERBOLEHKAN Span Statik Berdasarkan tegangan aksial yang diperbolehkan Tidak ada beban termal (f =0.67) Ls 1.15 m Ada Beban termal (f =0.83) Lst.54 m Berdasarkan euler buckling Lse m Span Ls Lst Lse Lsmax min( Span) Jadi span maksimum yang diperbolehkan Lsmax 1.15 m

9 LAMPIRAN B Contoh Perhitungan Kedalaman Kubur Maksimum Menggunakan MathCAD 000

10 ANALISIS BURIAL KONDISI OPERASI 8" crude pipeline DATA OPERASI Tekanan dalam Pd Pa Temperatur instalasi Ti 4C Temperatur perancangan maximum Tmax 65C DATA LINGKUNGAN Percepatan Gravitasi g m s Tekanan Eksternal Pe 1atm DATA PIPA Seri pipa STAR FRP SERIES 800 API-15 HR ACT Diameter luar pipa OD 0.09m Diameter dalam pipa ID m Diameter rata-rata pipa D ( OD ID) D 0.03 m Tebal dinding pipa t ( OD ID) Densitas pipa Densitas medium t m p 1930 kg m 3 c 856. kg m 3 Modulus Elastisitas Axial Ea Pa Modulus Elastisitas Hoop Eh Pa

11 Poisson's Ratio (Minor) v 0.39 Rasio kekuatan biaxial Tegangan tarik axial maksimum pipa r 0.45 qs Pa PERHITUNGAN BERAT PIPA Luas penampang pipa A 4 OD ID A m Densitas kombinasi efektif pipa + fluida (ISO 1469) Kombinasi massa linear pipa + fluida (ISO 1469) eff c 4 pt ID eff kg o o eff ID kg m m 3 DATA KONDISI LINGKUNGAN Berat jenis tanah (Jenis tanah : sand & gravel) 1500 kg m 3 Parameter bending (open trench) Kb 0.35 Parameter defleksi (open trench) Kz PERHITUNGAN TEGANGAN ARAH HOOP MAKSIMUM Faktor parsial untuk temperatur Faktor parsial untuk resistansi kimia A1 1 A 1

12 Faktor parsial untuk beban siklik A3 1 Tegangan arah hoop maksimum hsum 0.83A1AA3qs hsum Pa PERHITUNGAN TEGANGAN ARAH HOOP AKIBAT TEKANAN DALAM Tegangan arah hoop akibat tekanan dalam h ( Pd Pe) D t h Pa PERHITUNGAN TEGANGAN ARAH HOOP AKIBAT EKSPANSI TERMAL Tegangan aksial akibat ekspansi termal mm mm C Teff 0.85( Tmax Ti) Teff C ht Eh Teff ht Pa PERHITUNGAN KEDALAMAN KUBUR MAKSIMUM h 0m hmaks root hsum h ht hmaks 10.7 m 6Kb ghod Eh t 3 OD 4Kz( Pd Pe) Eht OD 3 h PEHITUNGAN TEGANGAN KEDALAMAN KUBUR RANCANG

13 kedalaman kubur rancang hd 1.m Status status if ( hmaks hd "OK" "NOT OK" ) status "OK" Tegangan hoop total yang terjadi pada pipa yang dikubur dengan kedalaman rancang b 6Kb ghdod Eh t 3 OD 4Kz( Pd Pe) Eht OD 3 d h ht b d Pa Safety Factor SF hsum d SF 1.403

14 LAMPIRAN C Contoh Calculation Sheet Analisis Casing Pada Road Crossing Menggunakan Microsoft Excel 007

15 Calculation Sheet Analisis Casing Pipa GRP Diameter 8" 1 SKECTH C W 3 ROW W = Load Case, (lbs) 4 w H = Depth, (ft) 5 D = Outside diameter, (in.) 6 H Bd = Bored diameter, (in.) 7 8 D 9 Bd DATA Pipe Properties : Critical Case : Tandem Axles 15 - Outside Diameter, D (in.) : 1.75 Design wheel load, Pt (lbs) :,046 = 10 ton 16 - Design factor, F : 0.8 Contact area of wheel, A p (in.²) : Wall thichness, t w (in.) : Depth, H (ft) : 4.00 = 1. m 18 - Material : API 5L Gr. B Bored Diameter, B d (in.) : Specified Minimum Yield Strength, SMYS (psi) : 35,000 Soil type : B 0 - Specified Minimum Tensile Strength, SMTS (psi) : 60,000 Modulus of soil reaction, E' (ksi) : Young's Modulus, E S (ksi) : 3.00E+07 Resilient modulus, Er (ksi) : 10 - Unit Weight, (lb/ft³) : 490 Soil unit weight, (lb/ft (lb/ft³) : 10 = lb/in³ 3 - Poisson's Ratio, S : 0.3 Pavement type : No Pavement 4 - Coef. of thermal expansion, T (in./in. F) : 6.50E Operating pressure, p (psi) : Longitudinal joint factor, E : Type of longitudinal weld : ERW 8 9 A. Cek Allowable Barlow Stress B. Circumferential Stress Due to Earth Load 30 S Hi ( Barlow) Allowable Stress tw/ D = E' (ksi) = 1 pd 3 SHi( Barlow) From Fig.3 - Stiffness Factor for Earth Load Circumferential t w Stress, K 33 He, API RP 110 : 34 S Hi = 0 psi K He = Allowable Stress, S (psi) : H/ Bd = S SMYS F E Soil Type = B S = 8,000 psi From Fig.4 - Burial Factor for Earth Load Circumferential Stress, B e, API RP S Hi (Barlow) Allowable Stress OK Be = C. Impact Factor, Fi, dan Applied Design Surface Pressure, w Bd/ D = H = 4.00 ft From Fig.5 - Excavation Factor for Earth Load Circumferential 43 C Fig. 7 - Recommended Impact Factor Versus Stress, E e, API RP 110 : 44 Depth, API RP 110 : 45 Ee = Fi = Applied design surface pressure, w : Circumferential stress due to earth load : 48 Critical case = Tandem Axles 49 Pavement Type = No Pavement S He K He Be Ee D 50 Design Wheel Load from Tandem Axles, Pt (ki :, Applied Design Surface Pressure, w (psi) : S He = 379 psi

16 56 D. Cyclic Stresses, S Hh dan S Lh 57 D.1 Cyclic Circumferential Stress, S Hh D. Cyclic Longitudinal Stress, S Lh From Fig Highway Stiffness Factor for Cyclic Circumferential Stress, K Hh, API RP 110: From Fig Highway Stiffness Factor for Cyclic Longitudinal Stress, K Lh, API RP 110: 61 t w / D = t w / D = E r = 10 ksi K Hh = 8.00 E r = 10 ksi K Lh = From Fig Highway Geometric Factor for Cyclic From Fig Highway Geometric Factor for Cyclic Longitudinal 65 Circumferential Stress, G Hh, API RP 110: Stress, G Lh, API RP 110: 66 D = in. D = 1.75 in. 67 H = 4.00 ft G Hh = 1.5 H = 4.00 ft G Lh = From Table - Highway Pavement Type Factors, R, and Axle Configuration Factors, L, API RP 110: From Table - Highway Pavement Type Factors, R, and Axle Configuration Factors, L, API RP 110: 71 D = 13 in. R = 1.10 D = 1.75 in. R = H = 4.00 ft L = 1.00 H = 4.00 ft L = Cyclic circumferential stress due to highway vehicular load : Cyclic longitudinal stress due to highway vehicular load : S Hh K Hh G Hh R L F i w S Lh K Lh G Lh R L F i w 77 S Hh =,56 psi S Lh = 1,975 psi E. Circumferential Stress Due to Internal Pressurization, S Hi G. Check Fatigue 80 G.1 Girth Weld 81 Circumferential stress due to internal pressure : F = S Lh = 1,975 psi pd t w 83 S Hi t w 84 Refer to Table 3 - Fatigue Endurance Limits, S FG and S FL, for 85 S Hi = 0 psi Various Steel Grades, API RP 110, for API 5L Gr. B : 86 S FG = 1,000 psi 87 F. Principical Stresses, S 1, S, S 3 S FG x F = 9,600 psi 88 The girth weld fatigue check is as follows: 89 Maximum Circumferential stress, S 1 : 90 S 1 S He S H S Hi S Lh S FG F 1,975 9,600 OK 91 9 S 1 =,905 psi So, cyclic longitudinal stress < from girth weld fatigue. 93 Design OK. 94 Maximum Longitudinal stress, S : 95 G. Longitudinal Weld S 96 S L E s T T T1 s S He S Hi F = T 1 = temperature at time of installation, F = 70 S Hh =,56 psi 98 T = max. operating temperature, F = S = -9,611 psi Refer to Table 3 - Fatigue Endurance Limits, S FG and S FL, for Various 100 Steel Grades, API RP 110, for API 5L Gr.X4 : 101 Maximum Radial stress, S 3 : S FL = 1,000 psi (For ERW pipe) 10 S 3 p MAOP or MOP S FL x F = 16,800 psi S 3 = 0 psi The longitudinal weld fatigue check is as follows: Total effective stress, S eff : S Hh SFL F,56 16,800 OK S So, cyclic circumferential stress < S from longitudinal weld fatigue. eff 1 S S S 3 S 3 S Design OK. 110 S eff = 11,346 psi 111 Cek : S eff SMYS F eff 114 F eff = 0.80 S eff SMYS x F 11,346 8, Total Effective Stress must be smaller or same with SMYS x F, 116 Then, design is OK.

17 LAMPIRAN D Contoh Perhitungan Analisis Shell Buckling dan Euler Buckling Menggunakan MathCAD 000

18 ANALISIS SHELL BUCKLING KONDISI OPERASI 8" Crude Pipeline DATA OPERASI Tekanan dalam Pd Pa Temperatur instalasi Ti 4C Temperatur perancangan maximum Tmax 60C DATA LINGKUNGAN Percepatan Gravitasi g m s Tekanan Eksternal Pe 1atm DATA PIPA Seri pipa STAR FRP SERIES 800 API-15 HR ACT Diameter luar pipa OD 09mm Diameter dalam pipa ID 196.6mm Diameter rata-rata pipa D ( OD ID) D 0.03 m Tebal dinding pipa t ( OD ID) Densitas pipa Densitas medium t m p 1930 kg m 3 c 856. kg m 3 Modulus Elastisitas Axial Ea Pa Modulus Elastisitas Hoop Eh Pa

19 Poisson's Ratio (Minor) v 0.39 Tegangan tarik axial maksimum pipa qs Pa Rasio kekuatan biaxial r 0.45 PERHITUNGAN BERAT PIPA Luas penampang pipa A 4 OD ID A m Densitas kombinasi efektif pipa + fluida (ISO 1469) Kombinasi massa linear pipa + fluida (ISO 1469) eff c 4 pt ID eff kg o o eff ID kg m m 3 PERHITUNGAN TEGANGAN AKSIAL KOMPRESI (ISO 1469) Ekspansi Termal Koofisien ekspansi termal mm mm C Perubahan temperatur efektif Teff 0.85( Tmax Ti) Teff 30.6 C Gaya tekan aksial akibat ekspansi Fat AEaTeff Fat N Ekspansi Tekanan Ekspansi pipa akibat tekanan dalam p 1 Ea v Eh Pd ( ODID) t p

20 Gaya tekan aksial akibat ekspansi tekanan Fap AEap Fap N Tegangan Kompresi Akibat Bending Panjang span Ls 3m Inersia polar pipa Ip 64 OD4 ID 4 Ip m 4 Tegangan kompresi akibat bending ab m o9.81 s Ls OD 16Ip ab Pa Gaya Kompresi Aksial Total Gaya tekan aksial total Faxial Fat Fap Faxial N Tegangan Kompresi Aksial Total Tegangan kompresi aksial akibat ekspansi ae Faxial A ae Pa Tegangan kompresi aksial total at ab ae at Pa TEGANGAN MAKSIMUM SHELL BUCKLING (ISO 1469) Konstanta o o ID t

21 o Modulus efektif Eeff ( EaEh) Eeff Pa Tegangan maksimum shell buckling usb 0.9 Eeff t D usb Pa SAFETY FACTOR Safety factor Rasio usb at Rasio Status status if ( Rasio 3 "OK" "NOT OK" ) status "OK"

22 ANALISIS EULER BUCKLING KONDISI OPERASI DATA OPERASI 8" Crude Pipeline Tekanan dalam Pd Pa Temperatur instalasi Ti 4C Temperatur perancangan maximum Tmax 60C DATA LINGKUNGAN Percepatan Gravitasi g m s Tekanan Eksternal Pe 1atm DATA PIPA Seri pipa STAR FRP SERIES 800 API-15 HR ACT Diameter luar pipa OD 09mm Diameter dalam pipa ID 196.6mm Diameter rata-rata pipa D ( OD ID) D 0.03 m Tebal dinding pipa t ( OD ID) Densitas pipa Densitas medium t m p 1930 kg m 3 c 856. kg m 3 Modulus Elastisitas Axial Ea Pa Modulus Elastisitas Hoop Eh Pa

23 Poisson's Ratio (Minor) v 0.39 Tegangan tarik axial maksimum pipa qs Pa Rasio kekuatan biaxial r 0.45 PERHITUNGAN BERAT PIPA Luas penampang pipa A 4 OD ID A m Densitas kombinasi efektif pipa + fluida (ISO 1469) Kombinasi massa linear pipa + fluida (ISO 1469) eff c 4 pt ID eff kg o o eff ID kg m m 3 EULER BUCKLING Koofisien ekspansi termal mm mm C Perubahan temperatur efektif Teff 0.85( Tmax Ti) Teff 30.6 C Tegangan tekan aksial akibat ekspansi at Ea Teff at Pa Ekspansi pipa akibat tekanan dalam p 1 Ea v Eh Pd ( ODID) t p

24 Tegangan tekan aksial akibat ekspansi tekanan ap Eap ap Pa Tegangan tekan aksial total axial at ap axial Pa Panjang span statik maksimum pipa L 1.15m Gaya aksial maksimum euler buckling Famax 3 D 3 t 8L Ea Famax N Tegangan buckling ekuivalen u Famax Dt u Pa Rasio rasio u axial rasio Status status if ( rasio 3 "OK" "NOT OK" ) status "OK"

25 LAMPIRAN E Typical Drawing Sistem Perpipaan Gambar E.1 Gambar isometrik sistem perpipaan Gambar E. Typical road crossing Gambar E.3 Typical river crossing Gambar E.4 Typical trench of pipeline

26 Gambar E.1 Gambar isometrik sistem perpipaan

27

28 Gambar E. Typical road crossing

29

30 Gambar E.3 Typical river crossing

31

32 Gambar E.4 Typical trench of pipeline

33

34 LAMPIRAN F DATA SPESIFIKASI PRODUK PIPA STAR ALIPHATIC AMINE LINE PIPE

35 STAR Aliphatic Amine Line Pipe High Pressure - API 15HR DESIGN - Product Data Product Description Pressure - Up to 350 psi (,4 MPa) Resin System - Aliphatic Amine Cured Epoxy Reinforcement - Premium Fiberglass Joining Systems - API 8rd Joint Length - 30 Feet (9,1 Meters) Nominal Random Lengths of 0 to 3 Feet (6,1 to 9,8 Meters) Fittings - A variety of filament wound API threaded fittings are available. Purchase all fittings by thread size and design pressure rating only. Temperature - Up to 00 F (93.3 C) Maximum Sizes - 1½ through 8 inches High Pressure Design 500 psi API 15HR Designed, Monogrammed Products are indicated by a check mark () Life Expectancy - 0 years at full rating Design Temperature F (65.6 C) Wall Thickness - Nominal Hoop Stress - Average Long Term Hydrostatic Strength (LTHS), ASTM D99-B 100% Factory Hydrotest - At 1.5 x the series rated pressure of 150 F (65.6 C) Performance Ratings vs. Temperature ASTM D 99-B 11.4 Year Life, LTHS psi (MPa) 0 Year Life, LTHS psi (MPa) 73.4 F (3 C) 6,353 (181,7) 6,004 (179,3) 150 F* (65.6 C),89 (153,8) 1,348 (147,) 180 F* (8. C) 0,703 (14,8) 19,510 (134,5) 00 F (93.3 C) 19,648 (135,5) 18,85 (16,1) Benefits Corrosion Control Reduced Paraffin & Scale Build-Up Reduced Installation Costs Reduced Maintance Cost Improved Flow Efficiency Physical Properties Density (lbs/cu ft) = 14 Density (kgs/cu cm) = 1,93 x 10-3 Specific Gravity = 1.99 Thermal Properties Coefficient of Thermal Conductivity 0. BTU/(ft.hr. F) 3,0 cal./(cm.hr. C) Coefficient of Thermal Expansion 8.7 x 10-6 in/in/ F (15,7 x 10-6 mm/mm/ C) Applications Flow or Injection Lines Oil, Gas, Saltwater, CO and H S Transfer or Disposal Lines Flow Factors Hazen Williams C=150 Effective Roughness = in. (154 x 10-6 mm) Nominal Moduli Modulus of Elasticity Hoop PSI x 10 6 (GPa,8) Axial -.0 PSI x 10 6 (GPa 13,8) Poisson s Ratio (Minor) = Year Life, LCL psi (Lower Confidence Limit) (MPa) * 150 F and 180 F data are interpolated 4,596 (169,6) 0,55 (139,7) 18,54 (17,9) 17,400 (10,0) Joining System API Threads Advanced Composite Thread (ACT) - Molded threads using a graphite ceramic and epoxy composite for high performance applications. (patent no s 4,999,389 & 5,179,140) Precision Ground Thread (PGT) - Typical ground threads produced with numerical controlled grinding equipment. 15HR-0001 / 15HR-0005 LICENSEE Q1 RATED Advanced Composite Thread (ACT) All 1½ EUE 10rd and -3/8-4½ EUE 8rd API threads conform to API 5B Table 14 (L4 is minimum) and all 5½ - 9-5/8 OD 8rd casing threads conform to API 5B Table 7 (L4 is minimum)

36 API THREADS (Metric Conversions are in Parenthesis) LP/STAR Aliphatic Amine (API 15HR Design) - Page Pipe-Thread Size Inches Inside Diameter In (mm) PIPE DIMENSIONS (NOMINAL) FGS RATED PRESSURES (4) Outside Diameter In (mm) Wall Thickness In (mm) Pipe Weight Lbs/ft (kg/m) Connection Diameter In (mm) Minimum Bending Radius Ft (m) Maximum Deflection In/jt (cm/jt) Static (1) 150º F (65.6º C) psi (MPa) Static (1) 180º F (8.º C) psi (MPa) Static (1) 00º F (93.3º C) psi (MPa) Ultimate () Pressure ASTM D-1599 psi (MPa) Maximum Support Span Ft (m) Collapse Rating psi (MPa) Short Term Tensile Rating Lbs (kgs) Capacity Bbls/1,000 ft (m 3 /km) Threaded Adapter Product Code Series PGT (All Sizes) 3 3 1/.9 4 ( 74,7 ) ( 78,0 ) ( 1,8 ) ( 1,0 ) 4. 0 ( 106,7 ) 15 4 ( 46,9 ) 34 ( 86,4 ) 50 0 ( 3,4 ) 45 0 ( 3,1 ) 40 0 (,8 ) ( 9,7 ) 10 ( 3,1 ) 30 (0, ) ( 3748 ) ( 4,4 ) 35N U 4 4 1/ ( 97,8 ) 4.0 ( 10,1 ) (,3 ) 1. 0 ( 1,8 ) ( 138,4 ) 0 1 ( 61,3 ) 6 ( 66,0 ) ( 3,4 ) ( 3,1 ) (,8 ) ( 9,7 ) 1 1 ( 3,4 ) 3 0 (0, ) 90 0 ( 6393 ) ( 7,5 ) 45N U 6 6 5/ ( 150,6 ) ( 157,0 ) 0.1 ( 3,0 ).3 0 ( 3,4 ) ( 181,6 ) 30 9 ( 94, ) 17 ( 43, ) 50 0 ( 3,4 ) 45 0 ( 3,1 ) 40 0 (,8 ) ( 9,0 ) 14 ( 4,3 ) 0 (0, 1 ) ( ) ( 17,8 ) 65M S 8 8 5/ ( 196,6 ) ( 05,0 ) ( 4,3 ) ( 6,4 ) 9. 5 ( 35,0 ) ( 13,1 ) 1 3 ( 33,0 ) ( 3,4 ) ( 3,1 ) (,8 ) ( 9,0 ) 1 6 ( 4,9 ) 3 0 (0, ) ( 5794 ) ( 30,3 ) 85M S Series ACT or PGT (All Sizes Except 8 ) 3/ ( 49,3 ).0 7 ( 5,6 ) ( 1,8 ) (0, 6 ) ( 77,5 ) 10 4 ( 31,7 ) 50 ( 17,0 ) 75 0 ( 5, ) 65 0 ( 4,5 ) 60 0 ( 4,1 ) 10 0 ( 14,5 ) 9 (,8 ) 10 0 (0, 7 ) ( 45 ) ( 1,9 ) 3N R 1/ 7/ ( 60, ).5 ( 64,0 ) (,0 ) (0, 9 ) ( 90, ) 1 6 ( 38,4 ) 4 1 ( 104,1 ) ( 5, ) ( 4,5 ) ( 4,1 ) 10 0 ( 14,5 ) 9 (,8 ) (0, 7 ) ( ) (,8 ) 7N U 3 3 1/.9 4 ( 74,7 ) ( 79,8 ) (,5 ) ( 1,5 ) 4. 5 ( 108,0 ) 15 7 ( 47,9 ) 33 ( 83,8 ) 75 0 ( 5, ) 65 0 ( 4,5 ) 60 0 ( 4,1 ) 10 0 ( 14,5 ) 11 ( 3,4 ) 10 0 (0, 7 ) 70 0 ( 595 ) ( 4,4 ) 35N U 4 4 1/ ( 97,8 ) ( 103,9 ) 0.1 ( 3,0 ) (,4 ) ( 141,0 ) 0 4 ( 6, ) 5 ( 63,5 ) ( 5, ) ( 4,5 ) ( 4,1 ) ( 13,1 ) 1 ( 3,7 ) 8 0 (0, 6 ) ( 9480 ) ( 7,5 ) 45N U 6 6 5/ ( 139,7 ) ( 148,6 ) ( 4,3 ) 3. 0 ( 4,8 ) ( 186,7 ) 9 ( 89,0 ) 18 ( 45,7 ) 75 0 ( 5, ) 65 0 ( 4,5 ) 60 0 ( 4,1 ) 00 0 ( 13,8 ) 14 ( 4,3 ) 80 (0, 6 ) ( ) ( 15,3 ) 65N U 6 6 5/ ( 150,6 ) ( 160,3 ) ( 4,8 ) ( 5,1 ) ( 186,7 ) ( 96,3 ) 1 7 ( 43, ) ( 5, ) ( 4,5 ) ( 4,1 ) 00 0 ( 13,8 ) 1 5 ( 4,6 ) 8 0 (0, 6 ) ( 707 ) ( 17,8 ) 65M S 8 85/ ( 196,6 ) 8. 3 ( 09,0 ) 0. 5 ( 6,4 ) ( 9,1 ) ( 4,6 ) 41 1 ( 15,3 ) 13 ( 33,0 ) 75 0 ( 5, ) 65 0 ( 4,5 ) 60 0 ( 4,1 ) 00 0 ( 13,8 ) 17 ( 5, ) 80 (0, 6 ) ( ) ( 30,3 ) 85M R Series ACT or PGT (All Sizes Except 8 ) 3/ ( 49,3 ).1 1 ( 53,6 ) (,0 ) (0, 7 ) ( 78,7 ) 10 5 ( 3,0 ) 49 ( 14,5 ) ( 6,9 ) 90 0 ( 6, ) 85 0 ( 5,9 ) 60 0 ( 17,9 ) 9 (,8 ) 0 0 ( 1,4 ) ( 3086 ) ( 1,9 ) 3N R 1/ 7/ ( 60, ).5 7 ( 65,3 ) (,5 ) ( 1, ) ( 90, ) 1 8 ( 39,0 ) 4 0 ( 101,6 ) ( 6,9 ) ( 6, ) ( 5,9 ) 60 0 ( 17,9 ) 1 0 ( 3,1 ) ( 1,3 ) 0 0 ( 4850 ) (,8 ) 7N U 3 3 1/.9 4 ( 74,7 ) ( 81,0 ) ( 3,3 ) 1. 0 ( 1,8 ) ( 111,8 ) 16 0 ( 48,8 ) 33 ( 83,8 ) ( 6,9 ) 90 0 ( 6, ) 85 0 ( 5,9 ) 60 0 ( 17,9 ) 11 ( 3,4 ) 0 0 ( 1,4 ) ( 7496 ) ( 4,4 ) 35N U 4 4 1/ ( 97,8 ) 4. 0 ( 106,7 ) ( 4,6 ). 0 ( 3,3 ) ( 143,5 ) 1 0 ( 64,0 ) 5 ( 63,5 ) ( 6,9 ) ( 6, ) ( 5,9 ) 80 0 ( 19,3 ) 1 3 ( 4,0 ) 4 0 ( 1,7 ) ( ) ( 7,5 ) 45M T 6 6 5/ ( 139,7 ) ( 151,6 ) 0. 4 ( 6,1 ) ( 6,1 ) ( 189, ) 9 9 ( 91,1 ) 17 ( 43, ) ( 6,9 ) 90 0 ( 6, ) 85 0 ( 5,9 ) 60 0 ( 17,9 ) 15 ( 4,6 ) 0 0 ( 1,4 ) ( 6455 ) ( 15,3 ) 65M T 6 6 5/ ( 150,6 ) ( 163,6 ) 0. 5 ( 6,4 ) ( 6,8 ) ( 193,0 ) 3 ( 98,1 ) 1 6 ( 40,6 ) ( 6,9 ) ( 6, ) ( 5,9 ) 60 0 ( 17,9 ) 1 6 ( 4,9 ) 0 0 ( 1,4 ) ( ) ( 17,8 ) 65M Q 8 85/ ( 196,6 ) ( 13,4 ) ( 8,4 ) ( 11,8 ) ( 47,7 ) 4 0 ( 18,0 ) 1 ( 30,5 ) ( 6,9 ) 90 0 ( 6, ) 85 0 ( 5,9 ) 60 0 ( 17,9 ) 18 ( 5,5 ) 0 0 ( 1,4 ) ( 549 ) ( 30,3 ) 85M Q Series ACT (All Sizes) or PGT (, ½, 3 and 4 Sizes) 3/ ( 49,3 ).1 5 ( 54,6 ) (,8 ) ( 1,0 ) ( 80,0 ) 10 8 ( 3,9 ) 48 ( 11,9 ) 15 0 ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 10 ( 3,1 ) 38 0 (,6 ) ( 4189 ) ( 1,9 ) 3N R 1/ 7/ ( 60, ).6 3 ( 66,8 ) ( 3,3 ) ( 1,5 ) ( 9,7 ) 1 3 ( 40, ) 3 9 ( 99,1 ) ( 8,6 ) ( 7,6 ) ( 7, ) ( 3,4 ) 1 1 ( 3,4 ) ( 3,0 ) 90 0 ( 6393 ) (,8 ) 3N U 3 3 1/.9 4 ( 74,7 ) 3. 6 ( 8,8 ) ( 4,1 ) (, ) ( 110,5 ) 16 3 ( 49,7 ) 3 ( 81,3 ) 15 0 ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 1 ( 3,7 ) 38 0 (,6 ) ( 9480 ) ( 4,4 ) 35N U 4 4 1/ ( 97,8 ) 4. 6 ( 108, ) 0. 1 ( 5,3 ).6 0 ( 3,9 ) ( 146,1 ) 1 3 ( 64,9 ) 4 ( 61,0 ) ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 1 3 ( 4,0 ) (,7 ) ( ) ( 7,5 ) 45M S 6 6 5/ ( 139,7 ) ( 154,7 ) ( 7,6 ) 5. 0 ( 7,7 ) ( 193,0 ) 30 5 ( 93,0 ) 17 ( 43, ) 15 0 ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 16 ( 4,9 ) 38 0 (,6 ) ( ) ( 15,3 ) 65M T ( 150,6 ) ( 167,1 ) 0.3 ( 8,1 ) ( 8,9 ) ( 05,7 ) 3 9 ( 100,3 ) 1 6 ( 40,6 ) ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 1 7 ( 5, ) (,6 ) ( 394 ) ( 17,8 ) 65M P 8 85/ ( 196,6 ) ( 17,7 ) 0.4 ( 10,7 ) ( 17,0 ) ( 83, ) 4 8 ( 130,5 ) 1 ( 30,5 ) 15 0 ( 8,6 ) ( 7,6 ) ( 7, ) (,8 ) 19 ( 5,9 ) 38 0 (,6 ) ( ) ( 30,3 ) N/ A Series ACT (All Sizes) or PGT (, ½, 3 and 4 Sizes) 1 1/ ( 36,6 ) ( 41,4 ) (,5 ) (0, 7 ).7 0 ( 68,6 ) 8 ( 5,0 ) 63 ( 160,0 ) ( 10,3 ) ( 9,3 ) 15 0 ( 8,6 ) ( 7,6 ) 8 (,5 ) 69 0 ( 4,8 ) ( 866 ).0 0 ( 1,0 ) 19M R 3/ ( 49,3 ).1 9 ( 55,6 ) ( 3,3 ) ( 1, ) ( 83,8 ) ( 33,5 ) 4 7 ( 119,4 ) ( 10,3 ) ( 9,3 ) ( 8,6 ) ( 6,9 ) 1 0 ( 3,1 ) ( 4,6 ) 30 0 ( 5071 ) ( 1,9 ) 3N R 1/ 7/ ( 60, ).6 8 ( 68,1 ) ( 4,1 ) 1. 0 ( 1,8 ) ( 95,3 ) 13 4 ( 40,8 ) 39 ( 99,1 ) ( 10,3 ) ( 9,3 ) 15 0 ( 8,6 ) ( 7,6 ) 11 ( 3,4 ) 67 0 ( 4,6 ) ( 7496 ) (,8 ) 7M T 3 3 1/.9 4 ( 74,7 ) 3.3 ( 84,3 ) ( 4,8 ) (,7 ) ( 113,0 ) ( 50,6 ) 3 1 ( 78,7 ) ( 10,3 ) ( 9,3 ) ( 8,6 ) ( 6,9 ) 1 ( 3,7 ) ( 4,6 ) ( ) ( 4,4 ) 35M S 4 4 1/ ( 97,8 ) ( 110,7 ) 0. 6 ( 6,6 ) 3. 0 ( 4,8 ) ( 147,3 ) 1 8 ( 66,4 ) 4 ( 61,0 ) ( 10,3 ) ( 9,3 ) 15 0 ( 8,6 ) ( 7,6 ) 14 ( 4,3 ) 69 0 ( 4,8 ) ( 0503 ) ( 7,5 ) 45M R 6 6 5/ ( 139,7 ) 6. ( 158,0 ) ( 9,1 ) ( 9,4 ) ( 196,6 ) ( 94,8 ) 1 7 ( 43, ) ( 10,3 ) ( 9,3 ) ( 8,6 ) ( 7,6 ) 1 7 ( 5, ) ( 4,6 ) ( ) ( 15,3 ) 65M S ( 150,6 ) 6.7 ( 170,7 ) ( 9,9 ) 7. 0 ( 10,7 ) 8. 0 ( 08,3 ) 33 6 ( 10,4 ) 16 ( 40,6 ) ( 10,3 ) ( 9,3 ) 15 0 ( 8,6 ) ( 7,6 ) 17 ( 5, ) 66 0 ( 4,6 ) ( 4881 ) ( 17,8 ) N/ A 8 9 5/ ( 196,6 ) (,3 ) ( 13,0 ) ( 0, ) ( 99,7 ) ( 133, ) 1 ( 30,5 ) ( 10,3 ) ( 9,3 ) ( 8,6 ) ( 6,9 ) 0 ( 6, ) ( 4,6 ) ( ) ( 30,3 ) N/ A Series ACT (All Sizes) or PGT (, ½, 3 and 4 Sizes) 1 1/ ( 36,6 ) ( 4,4 ) (,8 ) ( 0,9 ).7 0 ( 68,6 ) 83 ( 5,3 ) 6 ( 157,5 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 3,4 ) 9 (,8 ) ( 7,8 ) ( 3307 ).0 0 ( 1,0 ) 19M R 3/ ( 49,3 ). 4 ( 56,9 ) ( 3,8 ) ( 1,3 ) ( 85,1 ) 1 1 ( 34,1 ) 4 6 ( 116,8 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 1 0 ( 3,1 ) ( 7, ) 70 0 ( 595 ) ( 1,9 ) 3M S 1/ 7/ ( 60, ).7 4 ( 69,6 ) ( 4,8 ) (,1 ) ( 95,5 ) 13 7 ( 41,8 ) 38 ( 96,5 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 3,4 ) 11 ( 3,4 ) ( 7,7 ) 40 0 ( 959 ) (,8 ) 7M S 3 3 1/.9 4 ( 74,7 ) ( 86,4 ) 0. 3 ( 5,8 ).1 0 ( 3,1 ) ( 114,3 ) ( 51,8 ) 3 1 ( 78,7 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 1 3 ( 4,0 ) ( 7, ) ( ) ( 4,4 ) 35M S 4 4 1/ ( 97,8 ) ( 11,8 ) ( 7,6 ) ( 5,5 ) ( 151,1 ) ( 67,7 ) 3 ( 58,4 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 14 ( 4,3 ) ( 7, ) ( 4030 ) ( 7,5 ) 45M R 6 6 5/ ( 139,7 ) ( 161,3 ) 0.4 ( 10,7 ) ( 10,9 ) 7.9 ( 01, ) ( 96,6 ) 1 6 ( 40,6 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 1 7 ( 5, ) ( 7, ) 30 0 ( ) ( 15,3 ) 65M R ( 150,6 ) ( 174, ) ( 11,7 ) ( 1,6 ) ( 13,4 ) 34 3 ( 104,5 ) 15 ( 38,1 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 18 ( 5,5 ) ( 7,3 ) 60 0 ( ) ( 17,8 ) N/ A 8 9 5/ ( 196,6 ) ( 7,1 ) ( 15, ) ( 4,0 ) ( 30,3 ) ( 136, ) 1 ( 30,5 ) ( 1,1 ) ( 11,0 ) ( 10,3 ) ( 31,7 ) 0 ( 6, ) ( 7,3 ) ( ) ( 30,3 ) N/ A N/A - Not Available (Repair Joint Required)

37 API THREADS (Metric Conversions are in Parenthesis) LP/STAR Aliphatic Amine (API 15HR DESIGN) - Page 4 Pipe-Thread Size Inches Inside Diameter In (mm) PIPE DIMENSIONS (NOMINAL) FGS RATED PRESSURES (4) Outside Diameter In (mm) Wall Thickness In (mm) Pipe Weight Lbs/ft (kg/m) Connection Diameter In (mm) Minimum Bending Radius Ft (m) Maximum Deflection In/jt (cm/jt) Static (1) 150º F (65.6º C) psi (MPa) Static (1) 180º F (8.º C) psi (MPa) Static (1) 00º F (93.3º C) psi (MPa) Ultimate () Pressure ASTM D-1599 psi (MPa) Maximum Support Span Ft (m) Collapse Rating psi (MPa) Short Term Tensile Rating Lbs (kgs) Capacity Bbls/1,000 ft (m 3 /km) Threaded Adapter Product Code Series ACT (All Sizes) or PGT (, ½ and 3 Sizes) 1 1/ ( 36,6 ) ( 43, ) ( 3,3 ) ( 0,9 ).7 5 ( 69,9 ) 85 ( 5,9 ) 61 ( 154,9 ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 9 (,8 ) ( 11,0 ) ( 3968 ).0 0 ( 1,0 ) 19M R 3/ ( 49,3 ). 9 ( 58, ) ( 4,3 ) ( 1,6 ) ( 86,4 ) ( 34,7 ) 4 5 ( 114,3 ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 1 1 ( 3,4 ) ( 10,8 ) ( 7055 ) ( 1,9 ) 3M Q 1/ 7/ ( 60, ).7 9 ( 70,9 ) 0. 1 ( 5,3 ) (,4 ) ( 97,8 ) 13 9 ( 4,4 ) 37 ( 94,0 ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 1 ( 3,7 ) ( 10,8 ) ( 1058 ) (,8 ) 7M Q 3 3 1/.9 4 ( 74,7 ) ( 88,1 ) 0. 7 ( 6,9 ).5 0 ( 3,7 ) ( 117,6 ) ( 53,0 ) 3 0 ( 76, ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 1 3 ( 4,0 ) ( 11, ) ( ) ( 4,4 ) 35M R 4 4 1/ ( 97,8 ) ( 115,3 ) ( 8,9 ) ( 6,4 ) ( 154,9 ) 7 ( 69, ) 3 ( 58,4 ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 15 ( 4,6 ) ( 11,0 ) ( 819 ) ( 7,5 ) 45M P ( 139,7 ) ( 164,6 ) ( 1,4 ) ( 13, ) ( 3,5 ) 3 4 ( 98,8 ) 1 6 ( 40,6 ) 00 0 ( 13,8 ) ( 1,4 ) ( 11,7 ) ( 36,5 ) 1 8 ( 5,5 ) ( 10,8 ) ( ) ( 15,3 ) 65M Q Series 50 - ACT (All Sizes) or PGT (, ½ and 3 Sizes) 1 1/ ( 36,6 ) ( 44, ) ( 3,8 ) ( 1,0 ).8 0 ( 71,1 ) 87 ( 6,5 ) 60 ( 15,4 ) 5 0 ( 15,5 ) 05 0 ( 14,1 ) ( 13,1 ) ( 41,4 ) 9 (,8 ) 8 0 ( 15,7 ) 00 0 ( 4409 ).0 0 ( 1,0 ) 19M Q 3/ ( 49,3 ).3 4 ( 59,4 ) 0. 0 ( 5,1 ) ( 1,9 ) ( 88,9 ) ( 35,7 ) 4 4 ( 111,8 ) 5 0 ( 15,5 ) 05 0 ( 14,1 ) ( 13,1 ) ( 41,4 ) 1 1 ( 3,4 ) 7 0 ( 15,7 ) ( 8157 ) ( 1,9 ) 3M Q 1/ 7/ ( 60, ).8 5 ( 7,4 ) 0. 4 ( 6,1 ) (,7 ) ( 100,1 ) 14 3 ( 43,6 ) 36 ( 91,4 ) 5 0 ( 15,5 ) 05 0 ( 14,1 ) ( 13,1 ) ( 41,4 ) 1 ( 3,7 ) 31 0 ( 15,9 ) ( 1346 ) (,8 ) 7M Q 3 3 1/.9 4 ( 74,7 ) ( 89,9 ) ( 7,6 ).8 0 ( 4, ) ( 10,4 ) ( 53,9 ) 9 ( 73,7 ) 5 0 ( 15,5 ) 05 0 ( 14,1 ) ( 13,1 ) ( 41,4 ) 1 3 ( 4,0 ) 5 0 ( 15,5 ) ( ) ( 4,4 ) 35M Q 4 4 1/ ( 97,8 ) ( 117,9 ) ( 10, ) ( 7,3 ) 6. 5 ( 158,8 ) 3 ( 70,7 ) ( 55,9 ) 5 0 ( 15,5 ) 05 0 ( 14,1 ) ( 13,1 ) ( 4,1 ) 15 ( 4,6 ) 34 0 ( 16,1 ) ( ) ( 7,5 ) N/ A Series ACT (All Sizes) or PGT ( and ½ Sizes) 1 1/ ( 36,6 ) ( 45,0 ) ( 4,1 ) ( 1, ).8 4 ( 7,1 ) 88 ( 6,8 ) 58 ( 147,3 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 45,5 ) 10 ( 3,1 ) ( 1, ) 30 0 ( 5071 ).0 0 ( 1,0 ) 19M Q 3/ ( 49,3 ).3 9 ( 60,7 ) 0. ( 5,6 ) (,1 ) ( 91,4 ) ( 36,3 ) 4 4 ( 111,8 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 45,5 ) 1 1 ( 3,4 ) ( 1,3 ) ( 959 ) ( 1,9 ) 3M P 1/ 7/ ( 60, ).9 1 ( 73,9 ) 0. 7 ( 6,9 ).1 0 ( 3,1 ) ( 10,4 ) 14 5 ( 44, ) 36 ( 91,4 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 45,5 ) 1 ( 3,7 ) ( 1,0 ) ( ) (,8 ) 7M P 3 3 1/.9 4 ( 74,7 ) ( 91,7 ) ( 8,6 ) 3. 0 ( 4,8 ) ( 13, ) ( 55, ) 9 ( 73,7 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 45,5 ) 1 4 ( 4,3 ) ( 1, ) ( 1605 ) ( 4,4 ) 35M P 3 1/ 4 1/ ( 84,6 ) ( 104,1 ) ( 9,9 ) ( 6,7 ) ( 165,1 ) 0 5 ( 6,5 ) 5 ( 63,5 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 46, ) 14 ( 4,3 ) 31 0 (,1 ) ( 819 ) ( 5,6 ) N/ A 4 5 1/ ( 97,8 ) ( 10,1 ) ( 11, ) ( 8,9 ) 7.1 ( 180,8 ) 3 6 ( 71,9 ) ( 55,9 ) 50 0 ( 17, ) 5 0 ( 15,5 ) 10 0 ( 14,5 ) ( 45,5 ) 1 5 ( 4,6 ) ( 1, ) ( ) ( 7,5 ) N/ A Series ACT (Only) 1 1/ ( 36,6 ) ( 46,7 ) 0. 0 ( 5,1 ) ( 1,5 ).9 8 ( 75,7 ) 9 ( 8,0 ) 56 ( 14, ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 10 ( 3,1 ) 59 0 ( 36,5 ) 90 0 ( 6393 ).0 0 ( 1,0 ) N/ A 3/ ( 49,3 ).4 9 ( 63, ) 0. 7 ( 6,9 ) (,7 ) ( 9,7 ) 1 4 ( 37,8 ) 4 ( 106,7 ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 1 ( 3,7 ) ( 37,0 ) ( ) ( 1,9 ) N/ A 1/ 7/ ( 60, ) ( 77,0 ) ( 8,4 ).6 0 ( 3,9 ) 4. 3 ( 107,4 ) 15 ( 46,3 ) 34 ( 86,4 ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 13 ( 4,0 ) ( 37,0 ) ( ) (,8 ) N/ A T C 3 4 1/.9 4 ( 74,7 ) ( 95,8 ) ( 10,4 ) ( 7,3 ) ( 177,8 ) ( 57,3 ) 8 ( 71,1 ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 1 4 ( 4,3 ) ( 36,8 ) ( 7117 ) ( 4,4 ) N/ A 3 1/ 4 1/ ( 84,6 ) 4. 7 ( 108,5 ) ( 11,9 ) ( 8,0 ) ( 171,5 ) 1 3 ( 64,9 ) 4 ( 61,0 ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 15 ( 4,6 ) 59 0 ( 36,5 ) ( ) ( 5,6 ) N/ A 4 5 1/ ( 97,8 ) ( 15, ) ( 13,7 ) ( 10,9 ) ( 189,7 ) 4 7 ( 75,3 ) 1 ( 53,3 ) ( 0,7 ) 70 0 ( 18,6 ) 55 0 ( 17,6 ) ( 55, ) 1 6 ( 4,9 ) ( 37,0 ) ( ) ( 7,5 ) N/ A Series ACT (Only) Available Upon Request N/A - Not Available (Repair Joint Required) Joining System Information (Metric Conversions are in Parenthesis) Pipe Size-Inches Joining System T hread Size (3) " Pin Upset Thread Make Up O.D Length Length Loss 1 ½ ½ /8 " 7/8 " 3 ½ " 4 ½ " 5 ½ " 6 5/8 " 7 " 5/8 " 8 9 5/8 " EUE 10rd EUE 8r d EUE 8r d EUE 8r d EUE 8r d OD 8r d OD 8r d OD 8r d OD 8r d OD 8r d In ( mm) ( 54,6 ) ( 66,0 ) ( 78,7 ) ( 95,3 ) ( 10,7 ) ( 141,0 ) ( 168,9 ) ( 179,1 ) ( 19,7 ) 45,1 ) In ( mm) ( 59,9 ) ( 74,7 ) ( 8,6 ) ( 88,9 ) ( 98,6 ) ( 10,7 ) ( 108,0 ) ( 14,0 ) ( 13, ) (130,3 ) In ( mm) ( 5,4 ) ( 65,1 ) ( 73,0 ) ( 79,4 ) ( 88,9 ) ( 111,1 ) ( 98,4 ) ( 114,3 ) ( 114,3 ) (10,7 )

38 LP/STAR Aliphatic Amine (API 15HR Design) - Page 6 Corresponding Numbered Notes: 1. SERIES PRESSURE - The maximum operating pressure at design temperature.. ULTIMATES - The typical mode of failure for pressure is weep and for tensile it is an across the joint pipe body shear. 3. API CONNECTIONS - Any order may include up to 15% threaded and coupled pipe. All products are produced integral joint unless indicated (TC) Threaded and Coupled. All 1½ EUE 10rd and 3/8-4½ EUE 8rd API threads conform to API 5B Table 14 (L4 is minimum) and all 5½ - 9 5/8 OD 8rd casing threads conform to API 5B Table 7 (L4 is minimum). 4. CYCLIC - Consult a Fiber Glass Systems technical services personnel in application where pressure fluctuations of more than 0 percent of the steady pressure rating are anticipated. LIMITED WARRANTY Seller warrants that PRODUCTS manufactured by Seller when properly installed, used, and maintained shall be free from defects in material and workmanship. Seller s responsibility under this warranty shall be limited to replacing or repairing PRODUCTS, at Seller s option, the PRODUCTS that prove defective in material or workmanship within one (1) year from the date of installation, provided that Buyer gives Seller prompt notice of any defect or failure and satisfactory proof thereof. Any defective product must be returned to Seller s factory, or any other repair facility designated by Seller. Seller will deliver replacement of defective PRODUCTS to Buyer freight prepaid to the destination provided for in the original order. PRODUCTS returned to Seller for which Seller provides replacement under this warranty shall become the property of the Seller. This limited warranty does not apply to failure of PRODUCTS caused by abrasive materials, exposure to aggressive fluids, improper application, mishandling, or abuse. In the event PRODUCTS are altered or repaired by the Buyer and/or end user without prior written approval of the Seller, all warranties are void. Equipment and accessories not manufactured by the seller warranted only to the extent of and by the original manufacturer s warranty. A new warranty period shall not be established for repaired or replaced materials, PRODUCTS, or supplies. Such items shall remain under warranty only for the remainder of the warranty period on original materials, PRODUCTS, or supplies. The foregoing warranties are in lieu of all other warranties, whether oral, written, express, implied or statutory. Implied warranties of fitness and merchantability shall not apply. Seller s warranty obligations and Buyer s remedies thereunder (except as to title) are solely and exclusively as stated herein. In no case will Seller be liable for consequential damages, labor performed in connection with removal and replacement of the PRODUCTS, loss of production or any other loss incurred because of interruption of service. IMPORTANT NOTICE This literature is intended as a guide only. All values listed in this product specification are nominal. Unsatisfactory product results may occur due to environmental fluctuations, variations in operating procedures, or interpolation of data. We suggest that personnel using this data have specialized training and experience in the application of these products and their normal installation and operating conditions. Your intended application of these products should be verified for propriety by your engineers. We expressly disclaim responsibility for any consequential or incidental damages resulting from the installation or use of these products since we do not determine the degree of care utilized during the product installation or service. We reserve the right to revise this data, as necessary, without notice. We welcome comments regarding this product literature. The API QMS Registered mark is either a trademark of registered trademark of the American Petroleum Institute in the United States and/or other countries. HEADQUARTERS P.O. Box S.W. 36th Street San Antonio, Texas 7837 Phone: 1 (10) Fax: 1 (10) info@starfiberglass.com Issued November 004 Supersedes March 004