APPENDIX I

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PART 1 – ALLOWABLE NOZZLE LOADS DURCO PUMPS (ASME B73.1M). FIGURE I-1: Axis System. The allowable nozzle loads listed in Figure I-2 may be  ...
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Pump Division Appendix I

APPENDIX I PART 1 – ALLOWABLE NOZZLE LOADS DURCO PUMPS (ASME B73.1M) FIGURE I-1: Axis System

The allowable nozzle loads listed in Figure I-2 may be applied to any Mark III Standard Horizontal, Sealmatic, Lo-Flo, Recessed Impeller, or Unitized Self-Priming pumps in Ductile cast iron, all Durco 18-8 alloys, Chlorimet, Durimet 20, Carbon Steel, Monel, and Inconel. The allowable loads must be multipled by 0.70 for pumps made of nickel, titanium, zirconium and high chrome iron.

The loads listed in Figure I-2 are the combined values resolved to the center of the pump, except for the Fr + Mr/3 limits, which apply to the separate suction and discharge flanges. Some piping analysis programs calculate forces and moments on each flange, and do not translate them to a common point at the center of the pump. The formulas in Figure I-3 and Dimensions in Figure I-4 can be used to translate the forces and moments on each flange to the common center point.

FIGURE I-2: Allowable Forces and Moments (U.S. Customary Units)

81

Pump Nozzle Sizes

Combined Loading at Center of Pump Forces (lbf) Moments (lbf • ft) Fy Fz Mx My

Mz

Flange Suction Frs+Mrs/3

Loading Discharge Frd+Mrd/3

Fx

1.5 x 1

120

295

235

590

295

295

325

220

1.5 x 1.5

120

295

235

590

295

295

325

325

2x1

145

365

285

730

365

365

435

220

2 x 1.5

165

405

325

815

405

405

435

325

2x2

175

435

350

875

435

435

435

435

3 x 1.5

220

545

435

1090

545

545

650

325

3x2

235

590

470

1170

590

590

650

435

3x3

260

650

520

1300

650

650

650

650

4x3

325

815

650

1625

815

815

865

650

6x4

470

1170

940

2345

1170

1170

1300

865

8x6

610

1520

1215

3030

1520

1520

1730

1300

10 x 8

670

1670

1335

3350

1670

1670

1870

1730

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Pump Division Appendix I

FIGURE I-2: Allowable Forces and Moments (Metric Units) Pump Nozzle Sizes

Fx

Combined Loading at Center of Pump Forces (N) Moments (N•m) Fy Fz Mx My

Mz

Flange Suction Frs+Mrs*1.09

Loading Discharge Frd+Mrd*1.09

1.5 x 1

534

1313

1046

802

401

401

1446

979

1.5 x 1.5

534

1313

1046

802

401

401

1446

1446

2x1

645

1624

1268

993

496

496

1936

979

2 x 1.5

734

1802

1446

1108

551

551

1936

1446

2x2

779

1936

1558

1190

592

592

1936

1936

3 x 1.5

979

2425

1936

1482

741

741

2893

1446

3x2

1046

2626

2092

1591

802

802

2893

1936

3x3

1157

2893

2314

1768

884

884

2893

2893

4x3

1446

3627

2893

2210

1108

1108

3849

2893

6x4

2093

5207

4183

3189

1591

1591

5785

3849

8x6

2715

6764

5407

4121

2067

2067

7699

5785

10 x 8

2982

7432

5941

4556

2271

2271

8322

7699

FIGURE I-3: Load Translation Formulae Formula for all pumps except Recessed

Formula for Recessed Impeller

Fx = Fxs + Fxd

Same

Fy = Fys + Fyd

Same

Fz = Fzs + Fzd

Same

Mx = Mxs + Mxd + (Fzd*H) + (Fzs*M)

Mxs + Mxd + (Fzd*H) + (Fyd*M)

My = Mys + Myd + (-Fzs*L)

Mys + Myd + (-Fzs*L) + (-Fxd*M)

Mz = Mzs + Mzd + (Fys*L) - (Fxd*H) - (Fxs*M)

Mzs + Mzd + (Fys*L) - (Fxd*dH)

Frs = √(Fxs + Fys + Fzs )

Same

2

2

2

Mrs = √(Mxs + Mys + Mzs ) 2

2

2

Frd = √(Fxd + Fyd + Fzd ) 2

2

2

Same Same

Mrd = √(Mxd2 + Myd2 + Mzd2)

Same

Suction Loading (US Customary) = Frs + Mrs/3

Same

Discharge Loading (US Customary) = Frd + Mrd/3

Same

Suction Loading (Metric) = Frs + Mrs*1.09

Same

Discharge Loading (Metric) = Frd + Mrd*1.09

Same

Where: Forces are expressed lbf or N and moments are expressed in lbf•ft or N•m. Forces and Moments are positive in the directions shown on Figure I-1. Fx = Calculated total force in the x direction at the center of the pump. Fxs = Force in the x direction applied to the suction nozzle. Fxd = Force in the x direction applied to the discharge nozzle. Mx = Calculated total moment about the x-axis at the center of the pump. Mxs = Moment about the x-axis applied to the suction nozzle. Frs = Resultant force applied to the suction. Mrs = Resultant moment applied to the suction.

H = Vertical distance from the centerline of the pump to the top of the discharge flange. L = Horizontal distance from the centerline of the discharge to the front of the suction flange. M = Vertical distance from the centerline of the pump to the centerline of the suction on Unitized Self-priming pumps or the horizontal distance from the centerline of the pump to the centerline of the discharge on Recessed Impeller pumps. These dimensions are listed in Figure I-4 and are shown in Figure I-5.

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Pump Division Appendix I

FIGURE I-4: Dimensional Data U.S. Customary (inches)

Metric (meters)

Pump Size H L M H 1K1.5 x 1-6 6.5 4 0 0.165 1K3 x 1.5-6 6.5 4 0 0.165 1K3 x 2-6 6.5 4 0 0.165 1K1.5 x 1LF-4 6.5 4 0 0.165 1K1.5 x 1LF-8 6.5 4 0 0.165 11K1.5 x 1-8 6.5 4 0 0.165 1K3 x 1.5-8 7.5 4 0 0.191 2K3 x 2-8 9.5 4 0 0.241 2J4 x 3-8 11 4 0 0.279 2K2 x 1-10A 8.5 4 0 0.216 2J2 x 1LF-10 8.5 4 0 0.216 2K3 x 1.5-10A 8.5 4 0 0.216 2K3 x 2-10A 9.5 4 0 0.241 2K4 x 3-10 11 4 0 0.279 2K4 x 3-10H 12.5 4 0 0.318 2K6 x 4-10 13.5 4 0 0.343 2K6 x 4-10H 13.5 4 0 0.343 2K3 x 1.5-13 10.5 4 0 0.267 2K3 x 1.5LF-13 10.5 4 0 0.267 2K3 x 2-13 11.5 4 0 0.292 2K4 x 3-13 12.5 4 0 0.318 2K4 x 3-13HH 12.5 4 0 0.318 2K6 x 4-13A 13.5 4 0 0.343 3K8 x 6-14A 16 6 0 0.406 3K10 x 8-14 18 6 0 0.457 3K6 x 4-16 16 6 0 0.406 3K8 x 6-16A 18 6 0 0.457 3K10 x 8-16 19 6 0 0.483 3K10 x 8-16H 19 6 0 0.483 3K10 x 8-17 20 6 0 0.508 1J1x5 x 1US-6 7.25 4 2.5 0.184 1K1.5 x 1.5US-8 7.875 5 4 0.200 2K2 x 1.5US-10 10 5.25 4 0.254 2K3 x 2US-10 10.5 5.25 4 0.267 2K4 x 3US-10H 12.5 5.75 5 0.318 2K3 x 2US-13 12 5.25 4 0.305 2K4 x 3US-13 13.5 5.75 5 0.343 2K6 x 4US-13A 15 6 5 0.381 1J2 x 2R-6 6.5 3.25 2.75 0.165 2K2 x 2R-10 8.5 3.5 5.25 0.216 2K3 x 3R-10 9 4.25 5.125 0.229 2K4 x 3R-13 10.5 4.125 6.625 0.267 2K6 x 4R-13 11.5 4.75 6.625 0.292 Sealmatic versions have the same dimensions and allowable loads as the above standard pumps.

L 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.102 0.152 0.152 0.152 0.152 0.152 0.152 0.152 0.102 0.127 0.133 0.133 0.146 0.133 0.146 0.152 0.083 0.089 0.108 0.105 0.121

M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.064 0.102 0.102 0.102 0.127 0.102 0.127 0.127 0.070 0.133 0.130 0.168 0.168

FIGURE I-5 M

H M

H

H

L

L

Unitized Self-Priming

Recessed Impeller

L 83

Standard, Lo-Flo, Sealmatic

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Pump Division Appendix I

PART 2 – MARK IIIA IN-LINE ALLOWABLE NOZZLE LOADS Pump Mounting Please review “Pump Mounting” in Section 9.2. 1. Free mounted pump: the pump is free to move with the piping. A. the piping supports the pump. In this case, the suction and discharge pipes should be supported close to the pump to carry the pump’s dead weight. B. The dead weight of the pump may also be supported underneath the casing foot or the optional pump stand. However, the pump is free to move with the piping in all directions except for vertically downward. In both cases, piping loads are limited only by the casing limitations. These are the recommended mounting methods as they reduce piping loads. 2. Rigid mounted pump: the pump is fixed in place and resists movement of the piping. A. The pump is supported by the optional pump stand that has been tied down to prevent pump movement. In this case, piping loads impart stress upon the casing and the pump stand. Piping loads are limited by both the casing and pump stand limitations. It may be necessary to use pipe supports to reduce loads on the pump assembly. Casing Limitations 1. To simplify or eliminate additional calculations, the In-Line casing may be treated as a spool of schedule 40 pipe with diameter equal to the discharge, length equal to the face to face dimension (SD) and material equal to that of the casing. In cases where pump movement is limited, the constraint may be placed at the center of the spool. Stress in pump flanges and bolting should not be ignored. This method allows for the use of automated piping programs to determine the acceptability of loads. 2. The casing limitations can also be determined by Hydraulic Institute Standard, ANSI/HI 9.6.2. For complete details, please review the standard. All information necessary to complete the evaluation is given below. A. Determine the appropriate casing “Material Group” from Figure I-7. B. Find the correct factor in Figure I-8 based upon the Material Group and operating temperature. Interpolation may be used to determine the correction factor for a specific temperature. C. Apply the correction factor to the allowable loads found in Figure I-9. The corrected loads are the allowable casing loads. D. Calculate the applied piping loads at the casing flanges according to the coordinate system found in Figure I-6. Please note the coordinate system used is that which has been adopted by Hydraulic Institute and is different from those previously used by Flowserve. The 12 forces and moments possible are designated as FXS, FYS, FZS, MXS, MYS, MZS, FXD, FYD, FZD, MXD, MYD, and MZD. For example, FXS designates Force in the x direction on the suction flange and FYD designates Force in the y direction on the discharge flange. MXS designates the Moment about the x-axis on the suction flange.

E. The absolute value of the applied suction loads divided by the corrected allowable loads must be less than or equal to one. Also, the absolute value of the applied discharge load divided by the corrected allowable load must be less than or equal to one. For example: FXS FXD MZD ≤ 1.0, ≤ 1.0…… ≤ 1.0 FXCorrected FXCorrected MZCorrected FIGURE I-6: Axis System Fz Mz Fy

My

Fx Fz

Suction Fy

Fx Mx

Discharge FIGURE I-7: Material Specifications Material Spec Designation Group No. 1.0 Ductile Cast Iron A395 1.1 Carbon Steel A216 2.1 Type 304 A744 2.2 Type 316 A744 2.3 Type 304L A744 Type 316L 2.4 Type 321 –– 2.8 CD-4MCu A744 CD-4MCu A890 3.1 3.2 3.4

Alloy 20 Nickel Monel

A744 A494 A744

3.5

3.7

Inconel 600 Inconel 625 Inconel 825 Hastelloy B

A744 A744 A744 A494

3.8

Hastelloy C

A494

Use 1.0

Titanium Titanium Palladium Zirconium

B367 –– B752

Grade(s) –– WCB CF-8 CF8-M CF-3 CF-3M –– CD-4MCu CD-4MCu Grade 1A, 1B CN-7M CZ-100 M-35-1 M30C M35-2 CY-40 CW-6MC Cu-5MCuC N-12MV N-7M CW-6M CW-2M CW-12MW CX-2MW C3 –– 702C

Durco Symbol DCI DS –– D4 –– D4L –– CD4M –– D20 DNI DMM DMC DM DIN –– –– –– DC2 DC3 –– –– –– Ti Ti-Pd Zr 84

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Pump Division Appendix I

FIGURE I-8: Correction Factors Temp F

Temp C

1.0

1.1

Ductile Cast Iron (20 to 650°F) -20 to 100 -20 to 38 0.89 200 93 0.83 300 150 0.78 400 205 0.73 500 260 0.69 600 315 0.65 650 344 0.63 700 370 ––

2.1

Carbon Type Steel 304

1.00 0.94 0.91 0.88 0.83 0.76 0.74 0.74

1.00 0.83 0.74 0.65 0.6 0.58 0.57 0.56

2.1 2.3 2.4 2.8 3.1 3.2 3.4 3.5 3.7 3.8 Austenitic Steels Nickel and Nickel Alloys Type Type Type CD-4MCu Alloy 20 Nickel Monel Inconel Hast B. Hast C. 316 304L 321 (-20 to Type 600°F) 316L 1.00 0.83 1.00 1.00 0.83 0.5 0.83 1.00 1.00 1.00 0.86 0.7 0.98 1.00 0.77 0.5 0.74 0.93 1.00 1.00 0.78 0.63 0.83 1.00 0.73 0.5 0.69 0.89 1.00 1.00 0.72 0.58 0.69 0.98 0.67 0.5 0.67 0.85 0.98 0.98 0.67 0.53 0.64 0.92 0.65 0.5 0.66 0.83 0.92 0.92 0.63 0.5 0.6 0.84 0.63 0.5 0.66 0.8 0.84 0.84 0.62 0.49 0.6 0.82 0.63 –– 0.66 0.78 0.82 0.82 0.6 0.48 0.58 0.79 0.62 –– 0.66 0.77 0.79 0.79

FIGURE I-9: Dimensional Data and Casing Limitations Dimensions (Feet)

2x1.5V-6 2x1.5V-8 3x2V-7 2x1.5V-10A 3x2V-10 4x3V-10 3x2V-13 4x3V-13 6x4V-13

SD 1.25 1.42 1.42 1.58 1.67 2.08 2.00 2.33 2.50

SRD 0.63 0.75 0.67 0.75 0.79 0.96 0.96 1.08 1.17

SRS 0.63 0.67 0.75 0.83 0.88 1.13 1.04 1.25 1.33

RS 0.53 0.53 0.53 0.65 0.65 0.65 0.81 0.81 0.81

FX 410 360 635 320 540 638 450 570 350

RS 0.163 0.163 0.163 0.197 0.197 0.197 0.248 0.248 0.248

Allowable Casing Loads (Suction or Discharge) Forces (Newton) Moments (Nm) FX FY FZ MX MY MZ 1824 17685 1824 692 976 692 1601 17685 1601 692 976 692 2824 28147 2824 1220 1722 1220 1423 17685 1423 692 976 692 2402 28147 2402 1220 1722 1220 2838 28147 2838 1803 2549 1803 2002 28147 2002 1220 1722 1220 2535 28147 2535 1803 2549 1803 1557 83195 2891 2210 3119 2210

Dimensions (Meter)

2x1.5V-6 2x1.5V-8 3x2V-7 2x1.5V-10A 3x2V-10 4x3V-10 3x2V-13 4x3V-13 6x4V-13

85

SD 0.381 0.432 0.432 0.483 0.508 0.635 0.61 0.711 0.762

SRD 0.191 0.229 0.203 0.229 0.241 0.292 0.292 0.33 0.356

SRS 0.191 0.203 0.229 0.254 0.267 0.343 0.318 0.381 0.406

Allowable Casing Loads (Suction or Discharge) Forces (lbf) Moments (lbf•ft) FY FZ MX MY MZ 3976 410 510 720 510 3976 360 510 720 510 6328 635 900 1270 900 3976 320 510 720 510 6328 540 900 1270 900 6328 638 1330 1880 1330 6328 450 900 1270 900 6328 570 1330 1880 1330 18704 650 1630 2300 1630

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Pump Division Appendix I

Pump Stand Limitations In cases where the pump is rigidly mounted by the pump stand, both the casing limitations and the pump stand limitations must be met. Due to the limited load capacity of the pump stands, it may be necessary to restrain the piping to prevent excessive loads. A. Ensure all applied loads are within the allowable limits of the casing. B. Translate the flange loads using the formulae found in Figure I-10. Dimensional variables SRS, SRD and RS can be found in Figure I-9. C. Calculate FT and FN using the formulae found in Figure I-10. D. FT and FN must be less than FT MAX and FN MAX found in Figure I-11. E. FT and FN must meet the combination formulae found in Figure I-11. Figure I-10: Pump Stand Load Translation Formulae Forces FXC = FXS + FXD FYC = FYS + FYD FZC = FZS + FZD

FT =

FN =

Moments MXC = MXS + MXD + (FZS•SRS) - (FZD•SRD) MYC = MYS + MYD MZC = MZS + MZD - (FXS•SRS) + (FXD•SRD)

√[ ( FXC +

FZC +

0.707 * MZC RS

MXC + MYC .707 RS

)]

2

+

[ (

0.707 * MZC

FYC +

RS

)]

2

≤ FT MAX

≤ FN MAX

FIGURE I-11: Allowable Stand Loading

GP1 Pumps GP2 10 Inch Pumps GP2 13 Inch Pumps

GP1 Pumps GP2 10 Inch Pumps GP2 13 Inch Pumps

FT MAX lbf

FN MAX lbf

Combination Loading lbf

1,800

24,400

FN + (13.556)FT ≤ 24400

1,827

27,004

FN + (0.0086)FT – (0.941) FT ≤ 27004

1,535

31,579

FN + (0.0079)FT – (8.453) FT ≤ 31579

FT MAX N

FN MAX N

Combination Loading N

8,020

108,531 FN + (13.556) FT ≤ 108531

8,129

120,115 FN + (0.0019)FT – (0.941) FT ≤ 120115

6,792

140,461 FN + (0.0018)FT – (8.453) FT ≤ 140461

2

2

2

2

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