Pump Calc

December 18, 2016 | Author: Alfariesta Gusti Gilang Ramadhan | Category: N/A
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114410485.xls.ms_office / 056-P-101ABC

L TOYO ENGINEERING CORPORATION

PIPING PRESSURE DROP AND PUMP DESIGN CALCULATION SHEET

Work No. 11-017-01 1) FLOW

0 2007-12-03 J.T Rev. Date Made Chkd Item No. No. of Required Service 056-P-101A/B/C CW Circulation Pump 2 +1

Project Name ROPP

Tk.O-19 Liq. Level Max. EL 10,500 Min. EL 2,000

056-CT-101A/B

MID1

39-E-101

Remarks

Fitting in Suction Line 10

056-P-101

Pump Nozzle Elev. Suc. EL 1 Dis. EL 1

2) OPERATING CONDITIONS 1. Fluid Name 2. Temp. Min./Nor./Max. (°C) 3. Sp.Gr. Min./Nor./Max. (-) 4. Vis. Min./Nor./Max. (cP) 5. Vap. Press. Max. (kgf/cm²A) 6. Capa. Nor/Des/Overdes. (m³/hr) 3) SUCTION CONDITIONS 0. Destination Flow Rate (m³/hr) Temperature (°C) Sp.Gr. (-) Viscosity (cP) 1. Line Size Nominal Pipe Size (inches) Thickness (-) Pipe Inside Dia. (mm) Pipe Roughness (mm) 2. Velocity (m/s) 3. Actual Pipe Length (m) 4. Total Equiv. Length (m) 5. Fri. Loss (kgf/cm²/100m) 6. Min. Drum Press. (kgf/cm²G) 7. Min. Liq. Static Head (m) 8. Line Loss 9. Strainer Loss 10. Other Loss 11. Min. Suc. Press.

(kgf/cm²) (kgf/cm²) (kgf/cm²) (kgf/cm²) (kgf/cm²G)

Pertamax 29 / / / 0.747 / 1/ / 0.475 400 / /

PUMP

400 30 0.747 1 ANSI

10 std

0.0457 18 18.0 x1 0 2.00 0.149

6) NET POSITIVE SUCTION HEAD 1. Min. Suc. Press. (kgf/cm²G) 2. Vap. Press. (kgf/cm²G) 3. Net (kgf/cm²) 4. Sp.Gr. (-) NPSH Available *² (m) NPSH Required *² (m) A-MD02.032R(PMPCAL1)

9

Tee Side Outlet Straight Tee Gate Valve 3/4 Contraction

6 6

4

4) DISCHARGE CONDITIONS 0. Destination Elevation (EL) Flow Rate (m³/hr) Temperature (°C) Sp.Gr. (-) Viscosity (cP) 1. Line Size Nominal Pipe Size (inches) Thickness (-) Pipe Inside Dia. (mm) Pipe Roughness (mm) 2. Velocity (m/s) 3. Actual Pipe Length (m) 4. Total Equiv. Length (m) 5. Friction Loss (kgf/cm²/100m) 6. Press. Loss a. Line (kgf/cm²) b. Orifice c. Exchangers d. Heaters e. Miscellaneous Sub-total(a, .., e) (kgf/cm²) (kgf/cm²G) (m) (kgf/cm²) Press. (kgf/cm²G)

7. Control Valve Loss 8. Max. Desti. Press. 9. Elevation Loss 10. Req'd Dis.

7) BRAKE HORSEPOWER 0.149

BHP =

= 5) DIFFERENTIAL PRESSURE 1. Rated Dis. Press. (kgf/cm²G) 2. Rated Suc. Press. (kgf/cm²G) 3. incl. Special Margin (kgf/cm²) 4. Differential Press. (kgf/cm²) 5. Head *¹ (m)

Ord. Entrance Borda Entrance 90° Elbow (S) 90° Elbow (L) 45° Elbow

16 0.14934529 15.85065471 212

0.149 -0.558 0.707 0.747 9.4

400 m³/hr (Des.) 367.1 230 kW

x x

0.747 (Sp.Gr.)*³ x 212 m 0.750 (Pump Effi-Frac.)

8) MAX. SHUT OFF PRESSURE ( As guide only ) 1. Suction Drum Pressure (kgf/cm²G) 0.787 2. Max. Liquid Static Head (m) 10.50 Sp.Gr. for Max. Suc. Static Head (-) 0.747 Max. Liquid Static Head (kgf/cm²) 0.78 3. Max. Suction Pressure (kgf/cm²G) 1.57 4. Max. Shut-off Pressure = Max.Suc. 1.57 + 1,2 x Diff. Press. 15.9 *³ x 1 = 20.6 kgf/cm²G CASE 2 : 5.55 KG

Take : 7.5 KG

Notes; *¹ To be checked by controlling case (Min. Sp.Gr.) *² To be checked by controlling case (Max. Vap. Press.) *³ To be checked by controlling case (Max. Sp.Gr.) © TOYO ENGINEERING CORPORATION

10/22/2012 LINE HYDRAULICS CALCULATION SUMMARY SHEET FOR 100% CAPACITY SECTION JOB NO. MADE:

056-P-102 11-017-01

J.T FROM TO

056-P-102 MID 1

MID 1 056-S-101A/B

056-S-101A/B DP

056-S-101A/B MID 2

MID 2 056-CT-101A/B

2 LIQUID 660,000 1.00 0.00 33.0

2 LIQUID 220,000 1.00 0.00 33.0

2 LIQUID 220,000 1.00 0.00 33.0

2 LIQUID 220,000 1.00 0.00 33.0

2 LIQUID 660,000 1.00 0.00 33.0

660,000 1000.00 1.000 1000.00

220,000 1000.00 1.000 1000.00

220,000 1000.00 1.000 1000.00

220,000 1000.00 1.000 1000.00

660,000 1000.00 1.000 1000.00

CASE LINE NO. REF. STREAM NO. PHASE

(V=1, L=2, M=3)

FLOW (TOTAL) OVERDESIGN FACTOR PRESS. TEMP. VAP FLOW DENS. VIS. MW LIQ. FLOW DENS. VIS. MIX. DENS. SURFACE TENSION

(kg/h) (kg/cm2G) (deg_C) (kg/h) (kg/m3) (cP) (-) (kg/h) (kg/m3) (cP) (kg/m3) (dyne/cm)

NOM SIZE

(inch)

STRAIGHT 90 deg L-ELB (20D) 45 deg L-ELB (15D) TEE TH (20D) TEE BR (65D) REDUCER (8D) G/V, F/O (7D) C/V, F/O (90D)

(m) # / (m) # / (m) # / (m) # / (m) # / (m) # / (m) # / (m)

40 6

TOTAL EQ. LENGTH

(m) (kg/cm2/100m) (m/s)

EROSION V (STM/C) LINE LOSS HEAD STRAINER DEMISTER FLOW ELEMENT CONTROL VALVE EXCHANGER EXIT FROM VESSEL

OTHERS TOTAL DP AVAILABLE DP

Required Pressure(kgf/cm2G)

114410485.xls.ms_office

8

40 6

150

8

40 6

20

25.40

3

12.19

1

5.08

2 1 1

4.06 1.78 22.86

1 1 2 2

4.06 13.21 3.25 2.84

10

59.18 59.18

9

35.56 35.56

209.18 240.0 #NAME?

9

12

40 6

10

5

10

TOTAL FITTING

DP/100m VELOCITY FLOW PATTERN EROSION V (HC)

10

55.56 70.0 #NAME?

0.00

0

16.26

1

13.21

1

6

6 #VALUE! 60.0 #NAME?

160

4

7

42.67

1.42

1

2.13

30.89 30.89

8

44.81 44.81

40.89 60.0 #NAME?

8

204.81 240.0 #NAME?

3.61

1.89

#VALUE!

1.89

2.54

#NAME?

#NAME?

0.000

#NAME?

#NAME?

7

-3.5

0.700

-0.350

(m/s)

SUMMARY (kg/cm2)

(m/s) (kg/cm2) (m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm2)

6.8

-7

0.680

-0.700

0.000

#NAME?

#NAME?

3.000 3.000

#NAME?

#NAME?

#NAME?

#NAME?

3.000

#NAME?

#NAME?

#NAME?

#NAME?

#NAME?

LINE LOSS HEAD STRAINER DEMISTER FLOW ELEMENT CONTROL VALVE EXCHANGER EXIT FROM VESSEL OTHERS

#NAME? 0.33 0.00 0.00 0.14 0.00 0.00 0.00 3.00

#NAME?

TOTAL DP Rated Suc. Press.

#NAME? 0.15

#NAME?

Destination Press.

0.00

0.140

LTOYO ENGINEERING CORPORATION

10/22/2012

REMARKS Recommended DP Recommended velocity Judgement NOTE:

Pump Disch. 0.46 1.5-3.0

Pump Disch. 0.46 1.5-3.0

General 0.46 2.4-3.0

General 0.46 3.0-4.3

O.K

O.K

O.K

O.K

Req'd Pump Disch. Press.

#NAME?

Rated Pump Disch. Press. Differential Press. Head(m)

#NAME? #NAME? #NAME?

1) Should be considered 056-S-101A/B inlet and outlet pressure as follows : - Inlet pressure : 3.811 kgf/cm2g at 1m above G.L. - Outlet pressure : 0.811 kgf/cm2g at 1m above G.L. 2) Elevation of return piping to cooling tower was considered to be 4.5m. 3) Differential pressure of 056-S-101A/B to be confirmed by vendor.

114410485.xls.ms_office

LTOYO ENGINEERING CORPORATION

ANSI/ASME B36.10M-1985 TABLE 2 DIMENSIONS AND WEIGHTS OF WELDED AND SEAMLESS WROUGHT STEEL PIPE Wall Thickness, mm Inch Nominal Size 1/8" 1/4" 3/8" 1/2" 3/4" 1" 1.1/4" 1.1/2" 2" 2.1/2" 3" 3.1/2" 4" 5" 6" 8" 10" 12" 14" 16" 18" 20" 22" 24" 26" 28" 30" 32" 34" 36" 38" 40" 42" 44" 46" 48" 52" 56" 60" 64" 68" 72" 76" 80"

Outside Diameter, mm 10.3 13.7 17.1 21.3 26.7 33.4 42.2 48.3 60.3 73.0 88.9 101.6 114.3 141.3 168.3 219.1 273.0 323.8 355.6 406.4 457 508 559 610 660 711 762 813 864 914 965 1016 1067 1118 1168 1219 1321 1422 1524 1626 1727 1829 1930 2032

114410485.xls.ms_office / ANSI ( Page 4 of 8 )

Schedule No. 10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6.35 6.35 6.35 6.35 6.35 6.35 7.92 7.92 7.92 7.92 7.92 7.92 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

20 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6.35 6.35 6.35 7.92 7.92 7.92 9.53 9.53 9.53 12.70 12.70 12.70 12.70 12.70 12.70 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7.04 7.80 8.38 9.53 9.53 11.13 12.70 12.70 14.27 ... 15.88 15.88 15.88 15.88 15.88 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

40 1.73 2.24 2.31 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.02 6.55 7.11 8.18 9.27 10.31 11.13 12.70 14.27 15.09 ... 17.48 ... ... ... 17.48 17.48 19.05 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 10.31 12.70 14.27 15.09 16.66 19.05 20.62 22.23 24.61 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

80 2.41 3.02 3.20 3.73 3.91 4.55 4.85 5.08 5.54 7.01 7.62 8.08 8.56 9.53 10.97 12.70 15.09 17.48 19.05 21.44 23.83 26.19 28.58 30.96 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

100 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 15.09 18.26 21.44 23.83 26.19 29.36 32.54 34.93 38.89 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

120 ... ... ... ... ... ... ... ... ... ... ... ... 11.13 12.70 14.27 18.26 21.44 25.40 27.79 30.96 34.93 38.10 41.28 46.02 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 20.62 25.40 28.58 31.75 36.53 39.67 44.45 47.63 52.37 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

160 ... ... ... 4.78 5.56 6.35 6.35 7.14 8.74 9.53 11.13 ... 13.49 15.88 18.26 23.01 28.58 33.32 35.71 40.49 45.24 50.01 53.98 59.54 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

Standard Extra-Strong Double Extra-Strong STD XS XXS 1.73 2.41 ... 2.24 3.02 ... 2.31 3.20 ... 2.77 3.73 7.47 2.87 3.91 7.82 3.38 4.55 9.09 3.56 4.85 9.70 3.68 5.08 10.15 3.91 5.54 11.07 5.16 7.01 14.02 5.49 7.62 15.24 5.74 8.08 ... 6.02 8.56 17.12 6.55 9.53 19.05 7.11 10.97 21.95 8.18 12.70 22.23 9.27 12.70 25.40 9.53 12.70 25.40 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... 9.53 12.70 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

ANSI/ASME B36.19M-1985 TABLE 2A DIMENSIONS OF WELDED AND SEAMLESS STAINLESS STEEL PIPE Wall Thickness, mm Schedule No. 5S ... ... ... 1.65 1.65 1.65 1.65 1.65 1.65 2.11 2.11 2.11 2.11 2.77 2.77 2.77 3.40 3.96 3.96 4.19 4.19 4.78 4.78 5.54 ... ... 6.35 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

10S 1.24 1.65 1.65 2.11 2.11 2.77 2.77 2.77 2.77 3.05 3.05 3.05 3.05 3.40 3.40 3.76 4.19 4.57 4.78 4.78 4.78 5.54 5.54 6.35 ... ... 7.92 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

40S 1.73 2.24 2.31 2.77 2.87 3.38 3.56 3.68 3.91 5.16 5.49 5.74 6.02 6.55 7.11 8.18 9.27 9.53 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

S 80S 2.41 3.02 3.20 3.73 3.91 4.55 4.85 5.08 5.54 7.01 7.62 8.08 8.56 9.53 10.97 12.70 12.70 12.70 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

Calculated Inside Diameter, mm Schedule No. 10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 342.90 393.70 444.30 495.30 546.30 597.30 644.16 695.16 746.16 797.16 848.16 898.16 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

20 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 206.40 260.30 311.10 339.76 390.56 441.16 488.94 539.94 590.94 634.60 685.60 736.60 787.60 838.60 888.60 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 205.02 257.40 307.04 336.54 387.34 434.74 482.60 533.60 581.46 ... 679.24 730.24 781.24 832.24 882.24 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

114410485.xls.ms_office / ANSI ( Page 5 of 8 )

40 6.84 9.22 12.48 15.76 20.96 26.64 35.08 40.94 52.48 62.68 77.92 90.12 102.26 128.20 154.08 202.74 254.46 303.18 333.34 381.00 428.46 477.82 ... 575.04 ... ... ... 778.04 829.04 875.90 ... ... ... ... ... ... ... ... ... ... ... ... ... ...

60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 198.48 247.60 295.26 325.42 373.08 418.90 466.76 514.54 560.78 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

80 5.48 7.66 10.70 13.84 18.88 24.30 32.50 38.14 49.22 58.98 73.66 85.44 97.18 122.24 146.36 193.70 242.82 288.84 317.50 363.52 409.34 455.62 501.84 548.08 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

100 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 188.92 236.48 280.92 307.94 354.02 398.28 442.92 489.14 532.22 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

120 ... ... ... ... ... ... ... ... ... ... ... ... 92.04 115.90 139.76 182.58 230.12 273.00 300.02 344.48 387.14 431.80 476.44 517.96 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 177.86 222.20 266.64 292.10 333.34 377.66 419.10 463.74 505.26 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

160 ... ... ... 11.74 15.58 20.70 29.50 34.02 42.82 53.94 66.64 ... 87.32 109.54 131.78 173.08 215.84 257.16 284.18 325.42 366.52 407.98 451.04 490.92 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

Standard Extra-Strong Double Extra-Strong STD XS XXS 6.84 5.48 ... 9.22 7.66 ... 12.48 10.70 ... 15.76 13.84 6.36 20.96 18.88 11.06 26.64 24.30 15.22 35.08 32.50 22.80 40.94 38.14 28.00 52.48 49.22 38.16 62.68 58.98 44.96 77.92 73.66 58.42 90.12 85.44 ... 102.26 97.18 80.06 128.20 122.24 103.20 154.08 146.36 124.40 202.74 193.70 174.64 254.46 247.60 222.20 304.74 298.40 273.00 336.54 330.20 ... 387.34 381.00 ... 437.94 431.60 ... 488.94 482.60 ... 539.94 533.60 ... 590.94 584.60 ... 640.94 634.60 ... 691.94 685.60 ... 742.94 736.60 ... 793.94 787.60 ... 844.94 838.60 ... 894.94 888.60 ... 945.94 939.60 ... 996.94 990.60 ... 1047.94 1041.60 ... 1098.94 1092.60 ... 1148.94 1142.60 ... 1199.94 1193.60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

Schedule No. 5S ... ... ... 18.00 23.40 30.10 38.90 45.00 57.00 68.78 84.68 97.38 110.08 135.76 162.76 213.56 266.20 315.88 347.68 398.02 448.62 498.44 549.44 598.92 ... ... 749.30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

10S 7.82 10.40 13.80 17.08 22.48 27.86 36.66 42.76 54.76 66.90 82.80 95.50 108.20 134.50 161.50 211.58 264.62 314.66 346.04 396.84 447.44 496.92 547.92 597.30 ... ... 746.16 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

40S 6.84 9.22 12.48 15.76 20.96 26.64 35.08 40.94 52.48 62.68 77.92 90.12 102.26 128.20 154.08 202.74 254.46 304.74 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

80S 5.48 7.66 10.70 13.84 18.88 24.30 32.50 38.14 49.22 58.98 73.66 85.44 97.18 122.24 146.36 193.70 247.60 298.40 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...

Inch

Outside

Nominal Size

Diameter, mm

1/8" 1/4" 3/8" 1/2" 3/4" 1" 1.1/4" 1.1/2" 2" 2.1/2" 3" 3.1/2" 4" 5" 6" 7" 8" 9" 10" 12" 14" 16" 18" 20" 22" 24" 26"

10.5 13.8 17.3 21.7 27.2 34.0 42.7 48.6 60.5 76.3 89.1 101.6 114.3 139.8 165.2 190.7 216.3 241.8 267.4 318.5 355.6 406.4 457.2 508.0 558.8 609.6 660.4

JIS G 3452 -1988 Carbon Steel Pipes for Ordinary Piping ( SGP )

JIS G 3454 -1988 Carbon Steel Pipes for Pressure Service ( STPG 370, STPG 410 )

JIS G 3455 -1988 Carbon Steel Pipes for High Pressure Service ( STS 370, STS 410, STS 480 )

JIS G 3456 -1988 Carbon Steel Pipes for High Temperature Service ( STPT 370, STPT 410, STPT 480 )

TABLE 5 Wall Thickness, mm

Attached Table 2 Wall Thickness, mm

Attached Table 2 Wall Thickness, mm

Attached Table 2 Wall Thickness, mm

Schedule No.

Schedule No.

Schedule No.

Schedule No.

SGP 2.0 2.3 2.3 2.8 2.8 3.2 3.5 3.5 3.8 4.2 4.2 4.2 4.5 4.5 5.0 5.3 5.8 6.2 6.6 6.9 7.9 7.9 7.9 7.9 ... ... ...

114410485.xls.ms_office / JIS ( Page 6 of 8 )

10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6.4 6.4 6.4 6.4 6.4 6.4 7.9

20 ... ... ... ... ... ... ... ... 3.2 4.5 4.5 4.5 4.9 5.1 5.5 ... 6.4 ... 6.4 6.4 7.9 7.9 7.9 9.5 9.5 9.5 12.7

30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7.0 ... 7.8 8.4 9.5 9.5 11.1 12.7 12.7 14.3 ...

40 1.7 2.2 2.3 2.8 2.9 3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 ... 8.2 ... 9.3 10.3 11.1 12.7 14.3 15.1 15.9 ... ...

60 2.2 2.4 2.8 3.2 3.4 3.9 4.5 4.5 4.9 6.0 6.6 7.0 7.1 8.1 9.3 ... 10.3 ... 12.7 14.3 15.1 16.7 19.0 20.6 ... ... ...

80 2.4 3.0 3.2 3.7 3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 ... 12.7 ... 15.1 17.4 19.0 21.4 23.8 26.2 ... ... ...

40 1.7 2.2 2.3 2.8 2.9 3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 ... 8.2 ... 9.3 10.3 11.1 12.7 14.3 15.1 15.9 17.5 18.9

60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 10.3 ... 12.7 14.3 15.1 16.7 19.0 20.6 22.2 24.6 26.4

80 2.4 3.0 3.2 3.7 3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 ... 12.7 ... 15.1 17.4 19.0 21.4 23.8 26.2 28.6 31.0 34.0

100 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 15.1 ... 18.2 21.4 23.8 26.2 29.4 32.5 34.9 38.9 41.6

120 ... ... ... ... ... ... ... ... ... ... ... ... 11.1 12.7 14.3 ... 18.2 ... 21.4 25.4 27.8 30.9 34.9 38.1 41.3 46.0 49.1

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 20.6 ... 25.4 28.6 31.8 36.5 39.7 44.4 47.6 52.4 56.6

160 ... ... ... 4.7 5.5 6.4 6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 ... 23.0 ... 28.6 33.3 35.7 40.5 45.2 50.0 54.0 59.5 64.2

10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6.4 6.4 6.4 6.4 ... ... ...

20 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 6.4 ... 6.4 6.4 7.9 7.9 7.9 9.5 ... ... ...

30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 7.0 ... 7.8 8.4 9.5 9.5 11.1 12.7 ... ... ...

40 1.7 2.2 2.3 2.8 2.9 3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 ... 8.2 ... 9.3 10.3 11.1 12.7 14.3 15.1 15.9 17.5 18.9

60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 10.3 ... 12.7 14.3 15.1 16.7 19.0 20.6 22.2 24.6 26.4

80 2.4 3.0 3.2 3.7 3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 ... 12.7 ... 15.1 17.4 19.0 21.4 23.8 26.2 28.6 31.0 34.0

3456 -1988 teel Pipes for erature Service PT 410, STPT 480 )

JIS G 3459 -1994 Stainless steel pipes

ed Table 2 ckness, mm

Attached Table 2 Wall Thickness, mm

dule No.

Schedule No. 100 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 15.1 ... 18.2 21.4 23.8 26.2 29.4 32.5 34.9 38.9 41.6

120 ... ... ... ... ... ... ... ... ... ... ... ... 11.1 12.7 14.3 ... 18.2 ... 21.4 25.4 27.8 30.9 34.9 38.1 41.3 46.0 49.1

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 20.6 ... 25.4 28.6 31.8 36.5 39.7 44.4 47.6 52.4 56.6

160 ... ... ... 4.7 5.5 6.4 6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 ... 23.0 ... 28.6 33.3 35.7 40.5 45.2 50.0 54.0 59.5 64.2

5S 1.0 1.2 1.2 1.65 1.65 1.65 1.65 1.65 1.65 2.1 2.1 2.1 2.1 2.8 2.8 ... 2.8 ... 3.4 4.0 ... ... ... ... ... ... ...

10S 1.2 1.65 1.65 2.1 2.1 2.8 2.8 2.8 2.8 3.0 3.0 3.0 3.0 3.4 3.4 ... 4.0 ... 4.0 4.5 ... ... ... ... ... ... ...

114410485.xls.ms_office / JIS ( Page 7 of 8 )

20S 1.5 2.0 2.0 2.5 2.5 3.0 3.0 3.0 3.5 3.5 4.0 4.0 4.0 5.0 5.0 ... 6.5 ... 6.5 6.5 ... ... ... ... ... ... ...

40 1.7 2.2 2.3 2.8 2.9 3.4 3.6 3.7 3.9 5.2 5.5 5.7 6.0 6.6 7.1 ... 8.2 ... 9.3 10.3 11.1 12.7 14.3 15.1 15.9 17.5 18.9

80 2.4 3.0 3.2 3.7 3.9 4.5 4.9 5.1 5.5 7.0 7.6 8.1 8.6 9.5 11.0 ... 12.7 ... 15.1 17.4 19.0 21.4 23.8 26.2 28.6 31.0 34.0

JIS G 3452 -1988 120 ... ... ... ... ... ... ... ... ... ... ... ... 11.1 12.7 14.3 ... 18.2 ... 21.4 25.4 27.8 30.9 34.9 38.1 41.3 46.0 49.1

160 ... ... ... 4.7 5.5 6.4 6.4 7.1 8.7 9.5 11.1 12.7 13.5 15.9 18.2 ... 23.0 ... 28.6 33.3 35.7 40.5 45.2 50.0 54.0 59.5 64.2

SGP 6.50 9.20 12.70 16.10 21.60 27.60 35.70 41.60 52.90 67.90 80.70 93.20 105.30 130.80 155.20 180.10 204.70 229.40 254.20 304.70 339.80 390.60 441.40 492.20 ... ... ...

10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 342.80 393.60 444.40 495.20 546.00 596.80 644.60

20 ... ... ... ... ... ... ... ... 54.10 67.30 80.10 92.60 104.50 129.60 154.20 ... 203.50 ... 254.60 305.70 339.80 390.60 441.40 489.00 539.80 590.60 635.00

JIS G 3454 -1988 Schedule No. 30 40 ... 7.10 ... 9.40 ... 12.70 ... 16.10 ... 21.40 ... 27.20 ... 35.50 ... 41.20 ... 52.70 ... 65.90 ... 78.10 ... 90.20 ... 102.30 ... 126.60 ... 151.00 ... ... 202.30 199.90 ... ... 251.80 248.80 301.70 297.90 336.60 333.40 387.40 381.00 435.00 428.60 482.60 477.80 533.40 527.00 581.00 ... ... ...

60 6.10 9.00 11.70 15.30 20.40 26.20 33.70 39.60 50.70 64.30 75.90 87.60 100.10 123.60 146.60 ... 195.70 ... 242.00 289.90 325.40 373.00 419.20 466.80 ... ... ...

80 5.70 7.80 10.90 14.30 19.40 25.00 32.90 38.40 49.50 62.30 73.90 85.40 97.10 120.80 143.20 ... 190.90 ... 237.20 283.70 317.60 363.60 409.60 455.60 ... ... ...

40 7.10 9.40 12.70 16.10 21.40 27.20 35.50 41.20 52.70 65.90 78.10 90.20 102.30 126.60 151.00 ... 199.90 ... 248.80 297.90 333.40 381.00 428.60 477.80 527.00 574.60 622.60

60 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 195.70 ... 242.00 289.90 325.40 373.00 419.20 466.80 514.40 560.40 607.60

JIS G 3455 -1988 Schedule No. 80 100 5.70 ... 7.80 ... 10.90 ... 14.30 ... 19.40 ... 25.00 ... 32.90 ... 38.40 ... 49.50 ... 62.30 ... 73.90 ... 85.40 ... 97.10 ... 120.80 ... 143.20 ... ... ... 190.90 186.10 ... ... 237.20 231.00 283.70 275.70 317.60 308.00 363.60 354.00 409.60 398.40 455.60 443.00 501.60 489.00 547.60 531.80 592.40 577.20

Calculated Inside Diameter, mm

S G 3455 -1988 Schedule No. 120 ... ... ... ... ... ... ... ... ... ... ... ... 92.10 114.40 136.60 ... 179.90 ... 224.60 267.70 300.00 344.60 387.40 431.80 476.20 517.60 562.20

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 175.10 ... 216.60 261.30 292.00 333.40 377.80 419.20 463.60 504.80 547.20

160 ... ... ... 12.30 16.20 21.20 29.90 34.40 43.10 57.30 66.90 76.20 87.30 108.00 128.80 ... 170.30 ... 210.20 251.90 284.20 325.40 366.80 408.00 450.80 490.60 532.00

10 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 342.80 393.60 444.40 495.20 ... ... ...

20 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 203.50 ... 254.60 305.70 339.80 390.60 441.40 489.00 ... ... ...

114410485.xls.ms_office / JIS ( Page 8 of 8 )

30 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 202.30 ... 251.80 301.70 336.60 387.40 435.00 482.60 ... ... ...

40 7.10 9.40 12.70 16.10 21.40 27.20 35.50 41.20 52.70 65.90 78.10 90.20 102.30 126.60 151.00 ... 199.90 ... 248.80 297.90 333.40 381.00 428.60 477.80 527.00 574.60 622.60

JIS G 3456 -1988 Schedule No. 60 80 ... 5.70 ... 7.80 ... 10.90 ... 14.30 ... 19.40 ... 25.00 ... 32.90 ... 38.40 ... 49.50 ... 62.30 ... 73.90 ... 85.40 ... 97.10 ... 120.80 ... 143.20 ... ... 195.70 190.90 ... ... 242.00 237.20 289.90 283.70 325.40 317.60 373.00 363.60 419.20 409.60 466.80 455.60 514.40 501.60 560.40 547.60 607.60 592.40

100 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 186.10 ... 231.00 275.70 308.00 354.00 398.40 443.00 489.00 531.80 577.20

120 ... ... ... ... ... ... ... ... ... ... ... ... 92.10 114.40 136.60 ... 179.90 ... 224.60 267.70 300.00 344.60 387.40 431.80 476.20 517.60 562.20

140 ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 175.10 ... 216.60 261.30 292.00 333.40 377.80 419.20 463.60 504.80 547.20

160 ... ... ... 12.30 16.20 21.20 29.90 34.40 43.10 57.30 66.90 76.20 87.30 108.00 128.80 ... 170.30 ... 210.20 251.90 284.20 325.40 366.80 408.00 450.80 490.60 532.00

5S 8.50 11.40 14.90 18.40 23.90 30.70 39.40 45.30 57.20 72.10 84.90 97.40 110.10 134.20 159.60 ... 210.70 ... 260.60 310.50 ... ... ... ... ... ... ...

10S 8.10 10.50 14.00 17.50 23.00 28.40 37.10 43.00 54.90 70.30 83.10 95.60 108.30 133.00 158.40 ... 208.30 ... 259.40 309.50 ... ... ... ... ... ... ...

JIS G 3459 -1994 Schedule No. 20S 40 80 7.50 7.10 5.70 9.80 9.40 7.80 13.30 12.70 10.90 16.70 16.10 14.30 22.20 21.40 19.40 28.00 27.20 25.00 36.70 35.50 32.90 42.60 41.20 38.40 53.50 52.70 49.50 69.30 65.90 62.30 81.10 78.10 73.90 93.60 90.20 85.40 106.30 102.30 97.10 129.80 126.60 120.80 155.20 151.00 143.20 ... ... ... 203.30 199.90 190.90 ... ... ... 254.40 248.80 237.20 305.50 297.90 283.70 ... 333.40 317.60 ... 381.00 363.60 ... 428.60 409.60 ... 477.80 455.60 ... 527.00 501.60 ... 574.60 547.60 ... 622.60 592.40

120 ... ... ... ... ... ... ... ... ... ... ... ... 92.10 114.40 136.60 ... 179.90 ... 224.60 267.70 300.00 344.60 387.40 431.80 476.20 517.60 562.20

160 ... ... ... 12.30 16.20 21.20 29.90 34.40 43.10 57.30 66.90 76.20 87.30 108.00 128.80 ... 170.30 ... 210.20 251.90 284.20 325.40 366.80 408.00 450.80 490.60 532.00

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