138121660 Line Stop Welded to Shoe Calculation

8/14/2019 138121660 Line Stop Welded to Shoe Calculation

1/16

FileProj No.

Phase/CTR

Calculation title Page 1 of 3

The following two criteria are to be used to check the strength of line stops welded to shoes:

1. Weld strength.

2. Bending strength of welded attachment.

The following conditions / assumptions have been used in the calculations:

2. Line method used to calculate linear section moduli of welds.

4. Fillet weld leg length = h (mm). For all weld calculations the throat thickness is used as the weld size (i.e. h/20.5

), which is conservative.

5. For all weld calculations, the full penetration welds are approximated by the throat thickness of an equivalent fillet weld, applied at the outside edge.

6. Circumferential and longitudinal stresses are considered independently of each other.

7. Supports are designed for bending and compressive/tensile stresses only. Other stresses are not considered (eg shear and torsion).

List of attachments:

Refer to Calculation Index (Page 3 of 3)

Part A - Line Stop on Shoes Calculation Sheet

1. Tabulated Piping Class Schedules

2. Tabulated Piping Class Materials for Pipe

3. Tabulated Piping Class Materials for Supports

4. Tabulated Piping Wall Thicknesses

5. Tabulated Basic Allowable Stress Values

6. Mechanical Engineering Design (Shigley 1986) Chapter 9-4 - Bending in Welded Joints

Dependent Calculations

0

REV

BH

APPROVAL

VG

CHECKBY

RM07-Nov-08

DESCRIPTIONDATE

Issued for Use (IFU)

5. Shigley, J. E., Mechanical Engineering Design - 9-4 Bending in Welded Joints

3. ASME B31.3 - 2008 Process Piping.

6. Gere & Timoshenko, Mechanics of Materials - Appendix C and Appendix D

Calculation Cover Sheet

1.XXXXXXXXXXX Topsides Pipe Stress Analysis Philosophy

Calc No.

Calculation objective

Line Stop Welded to Shoe Calculation - Template

Project title

Client

Assumptions

The purpose of this calculation is to check the strength of line stops welded to shoes.

Calculation method

Notes To User

2. The cells with RED text on the calc sheets are required input. These can be entered manually or the existing "LOOKUP" functions can be used providing the

reference data is verified. Cells with black text are calculated values and should not be modified

1. Template is based on the relevant calculation sheets in XXXXXXXXXXXXXXXXX Standard pipe supports - Welded attachment design - Shoes, line stops & guides

References

2. XXXXXXXXXXXXXXX Piping Material Specification

4. Kellogg's Design of Piping Systems

2. Line stops welded to shoes are adequate at the location specified for the loads shown on the calculation sheets.

1. Stresses are within code allowable limits.

Conclusions

1. The this sheet should be removed prior to issuing

3. Take care not to break any links that retrieve data from following sheets.

4. The main calc sheets uses data pulled from the following sheets that is specific to project piping specifications. These sheets should be modified for a specific

project or deleted and then the data on the main calc sheets entered manually.

5. All assumptions must be verified

1. Hot allowable stress at ambient temperature. Line stops on shoes are assumed to be sufficiently removed from the line pipe so that they do not see any significant

temperature rise due to elevated line pipe temperatures.

3. Fillet weld size shall be 6mm UNO.

188914008.xls.ms_office


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File

Proj No.

Phase/CTR

Page 2 of 3

Any precedent or dependent calculations? If yes, confirm impact of changes, if any, have been updated.

1.

2.

Reference made to text, standard or code. Check version/edition with that required for project. Actualversion/edition of standard/code used is referenced on the calculation cover sheet.

Calculation method defined or described (including formulae if relevant).

Appropriate stamp for preliminary issues.

Calculation objectives (aims) stated.

Calculation sign-off required on cover page only. i.e. as per multi page specifications/reports. All subsequent revisions within

calculation shall be marked such that the particular area of revision can be clearly identified (e.g. use revision cloud etc

Tracking of calculations that are either dependent on, or precedent to, this calculation shall be managed via registration within the

calculation register.

Notes for Completion of Calculations

Abbreviations correct.

Changes clouded.

Assumptions stated.

Summary of results or conclusions if appropriate.

For software based calculations, reference to software verification if available.

If Category 3 and not previously verified, then complete full verification (using PDF-002). Retain copy of PDF-002

with calculation and with corporate standards/discipline focal point..

Input data correct.

Attachments included and referenced, as required.

Appropriate cross-references.

Checking records:

Revision history block updated.

Revision history box complete and signed.

Index.

Revisions:

Checked and annotated copy of calculation filed (use "Check Print" stamp).

Method clear and easy to follow.

Calculation arithmetically correct OR result validated as being reasonable (i.e. within expected limits) for Category

1 or 2 software (refer CIP-008), or software previously verified and reference to verification checked for Category 3

software).

Calculation tolerances stated if significant.

Corrections made as required and calculation dated and signed on cover sheet by checker.

Sketches included and clearly labelled, where required.

Calculation re-checked if required.

Calculation title shown.

Project title

Client

Line Stop Welded to Shoe Calculation - Template

Please check boxes for all applicable items checked or delete if not appropriate:

Source of input data stated (with revision number and date if relevant).

Units used as required by client.

Calculations:

Calculation Checklist

Project title shown.

Calculation number assigned and registered (usual format is Proj No-CAL-Discipline code-Seq No eg XXXX-CAL-E-

001, but format may be varied by Project Manager).

Calculation title

Calc No.



3/16

Calculation title Line Stop Welded to Shoe Calculation - Template

31 PART A - WELDED LINE STOP ON SHOES LS-02

32 PART A - WELDED LINE STOP ON SHOES ON BRIDGE, EXPANSION BAY & FLARE BOOM LS-04

Client Woodside Energy Ltd.

Calculation Index

Calc No. 0

Project title North Rankin B Project

Sl. No. Description Support Type



4/16

31 PART A - WELDED LINE STOP ON SHOES

LOCAL STRESS CALCULATION - WELD & ATTACHMENT STRENGTH

STRESS CALCULATION NO. LINE NO.

STRESS MODEL NO. NODE NO.

INPUT DATA

Bridge, Expansion Bay or Flare Boom Support

PARENT PIPE DN Nominal Pipe Diameter

Line stop type

E Liftoff assumed

B Line stop length

C Gussett plate widthT Web & gusset plate thickness

h Weld Size

W Vertical load

WL Axial stop load

WC Lateral guide load

ML Longitudinal moment:

MC Circumferential moment:

T Temperature

Support Material

SH Hot Allowable Stress of Stop Material

ATTACHMENT STRENGTH

ZL Longitudinal section modulus

ZC Circumferential section modulus

A Attachment cross-section area

SL Longitudinal bending stress

SC Circumferential bending stress

SA Axial (compressive) stress

Longitudinal

Circumferential

ALLOWABLE STRESS SA Allowable stress Each com

CALCULATION RESULT

Max WL Max axial line stop load (minimum of max load based on LONG or CIRCUM stresses)

MIN { [ SA/ (E / ZL+ 0.3 / A) ] , [ SA

WELD STRENGTH

ZL Longitudinal section modulus Full Pen. Weld Thickness T included (

ZC Circumferential section modulus Full Pen. Weld Thickness T included (

A Weld Area

SL Longitudinal bending stressSC Circumferential bending stress

SA Axial (compressive) stress

Longitudinal

Circumferential

ALLOWABLE STRESS SA Allowable stress Each com

CALCULATION RESULT

Max WL Max axial line stop load (minimum of max load based on LONG or CIRCUM stresses)

HOT ALLOWABLE STRESS OF

PARENT PIPE

APPLIED FORCES

LINE STOP DIMENSIONS

MAXIMUM HORIZONTAL

LOADS

MAXIMUM HORIZONTAL


5/16

Fillet Weld Attachment Centre of Gravity

Full Penetration W eld W eld Centre of Gravity

Attachment Outline

SUPPLEMENTARY CALCULATIONS

ATTACHMENT MOMENT OF INERTIA Type A : Lug BT3/ 12

TB3/ 12

Type B : T-shape (B-T)T3/12+TC

3/12

T(B-T)3/12+T(B-T)(c1x-(B-T)/2)

2+CT

3/12+CT(B-c1x-T/2)

2

where c1x= (1/2(B-T)2

+C(B-T/2))/(C+B-T)Type C : U-shape BC

3/12-(B-T)(C-2T)

3/12

TB3/6+2BT(c1x-B/2)

2+(C-2T)T

3/12+T(C-2T)(B-T/2-c1x)

2

where c1x= (B2T+T(C-2T)(B-T/2))/(2BT+T(C-2T))

Type D : Triple Gusset BC3/12-(B-T)(C-2T)

3/12+(B-T)T

3/12

TB3/4+3TB(c1x-B/2)

2+(C-3T)T

3/12+T(C-3T)(B-c1x-T/2)

2

where c1x= (3B2T+T(C-3T)(2B-T))/(6BT+2T(C-3T))

ATTACHMENT AREAS Type A : Lug BT

Type B : T-shape CT + BT - T2

Type C : U-shape 2BT + T(C - 2T)

Type D : Triple Gusset 3BT+T(C-3T)

CENTROID TO OUTER FIBRE Type A : Lug B / 2

T / 2

Type B : T-shape cx=c1x

C / 2

Type C : U-shape cx=c1x

C / 2

Type D : Triple Gusset cx=c1x

C / 2

WELD UNIT MOMENT OF INERTIA Type A : LugT

3

/12+BT

2

/22c2x

3/3+2(B-c2x)

3/3+Tc2x

2

where c2x= B2/(2B+T)

Type B : T-shape [C3/12+C

2T/2+T

2(B-T)/2]+[C

3/12-T

3/12]

[2c2x3/3+2(B-c2x)

3/3+(C-T)(c2x-T)

2+T(B-c2x)

2]+[(C-T)(c2x-T)

2]

where c2x= (h[B2+T(C-T)+BT]+T[T(C-T)])/(h[2B+C]+T[C-T])

Type C : U-shape [C3/12+(B-T)(C-2T)

2/2+BC

2/2]+[(C-2T)

3/12]

[2c2x3/3+2(c2x-T)

3/3+4(B-c2x)

3/3+(C-2T)(c2x-T)

2+2T(B-c2x)

2]+[(C-2T)(c2x-T

where c2x= (h[2B2-T

2+T(C-2T)+2TB]+T[T(C-2T)])/(h[4B+C-2T]+T[C-2T])

Type D : Triple Gusset [C3/12+T

2(B-T)/2+(B-T)(C-2T)

2/2+BC

2/2]+[(C-2T)

3/12-T

3/12]

TYPE A :LUG

B

T

12

c2x

TYPE B :T-SHAPE

x

y

T

T

C

B

c1x

c2x

12

12

TYPE C :U-SHAPE

x

y

T

C

B

c2x

12

T


6/16

LINE STOP DIM. - DRG NO. BA1200DX1045.0001

DN B (mm)Lg. C (mm) T (mm) Type h (mm)

25 100 0 10 A 6

40 100 0 10 A 6

50 100 0 10 A 6

80 85 75 10 B 6

100 85 75 10 B 6

150 85 75 10 B 6

200 110 100 10 B 6

250 110 100 10 B 6

300 160 150 10 B 6

350 160 150 10 B 6

400 160 150 10 B 6

450 160 150 10 B 6

500 160 150 10 B 6

600 160 150 10 B 6

750 210 180 10 C 6900 210 180 10 C 6

BRIDGE, EXPANSION BAY AND FLARE BOOM

LINE STOP DIM. - DRG NO. BA1200DX1081.0001

DN B (mm)Lg. C (mm) T (mm) Type h (mm)

25 100 0 10 A 6

40 100 0 10 A 6

50 100 0 10 A 6

80 85 75 10 B 6

100 85 75 10 B 6

150 85 75 10 B 6

200 160 130 10 C 6

250 160 130 10 C 6

300 210 180 10 C 6

350 210 180 10 C 6

400 210 180 10 C 6

450 210 180 10 C 6

500 210 180 10 C 6

600 210 180 10 C 6

750 316 260 16 D 10

900 316 260 16 D 10

BRIDGE, EXPANSION BAY

OR FLARE BOOM SUPPORT

No

Yes


7/16

THIS PAGE IS BLANK.


8/16

ATTACHMENT 01 - Tabulated Piping Class Schedules

Spec Rev CA 25 40 50 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 90011428N 0 1.5 80 80 40 40 40 40 20 20 20 20 20 20 20 20

11478N 0 1.5 80 80 40 40 40 40 20 20 20 20 20 20 20 20

11480N 0 1.5 80 80 80 80 80 XS XS 60 60 40 40 40 22mm 19mm

13459N 0 0 40S 40S 40S 40S 40S 40S 20 20 20 20 20 20 20 20

13466N 0 0 80S 80S 80S 80S 80S 40S 40S 40S 40S STD STD STD STD STD STD STD

13467N 0 0 40S 40S 40S 40S 40S 40S 20 20 20 20 20 20 20 20 STD STD

13470N 0 0 40S 40S 40S 40S 40S 40S 40S STD

33467N 0 0 40S 40S 40S 40S 40S 40S 20 20 20 20 20 20 20 20

61478N 0 1.5 80 80 80 80 80 80 80 80 80 80 80 80 80 80

63467N 0 0 40S 40S 40S 40S 40S 40S 40S 40S 40S 40 40 40 40 40 22mm 27mm

91480N 0 3 160 160 160 160 120 120 120 120 120 120 120 120 120 120

93459N 0 0 40S 40S 40S 40S 80S 80S 100 100 100 100 100 100 100 100

93467N 0 0 40S 40S 40S 40S 40S 40S 80S 80S 60 60 80 80 80 80 33mm 35mm 38mm

188914008.xls.ms_office Page 8 of 16


9/16

ATTACHMENT 02 - Tabulated Piping Class Materials - Pipe Material

Spec Rev 25 40 50 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 No Material

11428N 0 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 A106 Gr. B

11478N 0 3 3 3 3 3 3 3 3 3 3 3 4 4 4 2 API 5L Gr B

11480N 0 3 3 3 3 3 3 3 3 3 4 4 4 4 4 3 A333 Gr. 6

13459N 0 5 5 5 5 5 5 6 6 6 6 6 6 6 6 4 A671 CC65

13466N 0 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 8 5 A312 TP316L

13467N 0 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 6 A358 GR 316L

13470N 0 9 9 9 9 10 10 10 10 7 A790 S32750

33467N 0 9 9 9 9 9 9 10 10 10 10 10 10 10 10 8 A928 S32750

61478N 0 3 3 3 3 3 3 3 3 3 3 3 4 4 4 9 A790 S31803

63467N 0 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10 A928 S31803

91480N 0 3 3 3 3 3 3 3 3 3 3 3 4 4 4

93459N 0 5 5 5 5 5 5 6 6 6 6 6 6 6 6

93467N 0 9 9 9 9 9 9 10 10 10 10 10 10 10 10 10 10 10

188914008.xls.ms_office Page


10/16

ATTACHMENT 03 - Tabulated Piping Class Materials - Support Material

Spec 25 40 50 80 100 150 200 250 300 350 400 450 500 600 650 700 750 800 900 No Material11428N 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 A516 GR 60

11478N 11 11 11 11 11 11 11 11 11 11 11 11 11 11 12 A240 TP316L

11480N 11 11 11 11 11 11 11 11 11 11 11 11 11 11 13 A240 S31803

13459N 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 A36

13466N 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13

13467N 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13

13470N 13 13 13 13 13 13 13

33467N 13 13 13 13 13 13 13 13 13 13 13 13 13 13

61478N 11 11 11 11 11 11 11 11 11 11 11 11 11 11

63467N 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13

91480N 11 11 11 11 11 11 11 11 11 11 11 11 11 11

93459N 12 12 12 12 12 12 12 12 12 12 12 12 12 12

93467N 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13



11/16

ATTACHMENT 04 - Tabulated Piping Wall Thicknesses

(Dimensions of Seamless and Welded Steel Pipes as per ASME B36.10M-2004 & ASME B36.19M-1985)

Carbon, Alloy and Stainless SteelPIPE SIZE

Nom.pipe

size

Nom.pipe

sizeOD 5S 10S 10 20 30 40S STD 40 60 XS 80S 80 100 120 140 160 XXS 19

mm inch mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm m

15 1/2" 21.30 1.65 2.11 NA NA NA 2.77 2.77 2.77 NA 3.73 3.73 3.73 NA NA NA 4.78 7.47

20 3/4" 26.70 1.65 2.11 NA NA NA 2.87 2.87 2.87 NA 3.91 3.91 3.91 NA NA NA 5.56 7.82

25 1" 33.40 1.65 2.77 NA NA NA 3.38 3.38 3.38 NA 4.55 4.55 4.55 NA NA NA 6.35 9.09

32 1 1/4" 42.20 1.65 2.77 NA NA NA 3.56 3.56 3.56 NA 4.85 4.85 4.85 NA NA NA 6.35 9.70

40 1 1/2" 48.30 1.65 2.77 NA NA NA 3.68 3.68 3.68 NA 5.08 5.08 5.08 NA NA NA 7.14 10.15

50 2" 60.30 1.65 2.77 NA NA NA 3.91 3.91 3.91 NA 5.54 5.54 5.54 NA NA NA 8.74 11.07

65 2 1/2" 73.00 2.11 3.05 NA NA NA 5.16 5.16 5.16 NA 7.01 7.01 7.01 NA NA NA 9.53 14.02

80 3" 88.90 2.11 3.05 NA NA NA 5.49 5.49 5.49 NA 7.62 7.62 7.62 NA NA NA 11.13 15.24

90 3 1/2" 101.60 2.11 3.05 NA NA NA 5.74 5.74 5.74 NA 8.08 8.08 8.08 NA NA NA NA NA

100 4" 114.30 2.11 3.05 NA NA NA 6.02 6.02 6.02 NA 8.56 8.56 8.56 NA 11.13 NA 13.49 17.12

125 5" 141.30 2.77 3.40 NA NA NA 6.55 6.55 6.55 NA 9.53 9.53 9.53 NA 12.70 NA 15.88 19.05

150 6" 168.30 2.77 3.40 NA NA NA 7.11 7.11 7.11 NA 10.97 10.97 10.97 NA 14.27 NA 18.26 21.95

200 8" 219.10 2.77 3.76 NA 6.35 7.04 8.18 8.18 8.18 10.31 12.70 12.70 12.70 15.09 18.26 20.62 23.01 22.23

250 10" 273.10 3.40 4.19 NA 6.35 7.80 9.27 9.27 9.27 12.70 12.70 12.70 15.09 18.26 21.44 25.40 28.58 25.40

300 12" 323.90 3.96 4.57 NA 6.35 8.38 9.53 9.53 10.31 14.27 12.70 12.70 17.48 21.44 25.40 28.58 33.32 25.40

350 14" 355.60 3.96 4.78 6.35 7.92 9.53 9.53 9.53 11.13 15.09 12.70 12.70 19.05 23.83 27.79 31.75 35.71 NA

400 16" 406.40 4.19 4.78 6.35 7.92 9.53 9.53 9.53 12.70 16.66 12.70 12.70 21.44 26.19 30.96 36.53 40.49 NA

450 18" 457.00 4.19 4.78 6.35 7.92 11.13 9.53 9.53 14.27 19.05 12.70 12.70 23.83 29.36 34.93 39.67 45.24 NA

500 20" 508.00 4.78 5.54 6.35 9.53 12.70 9.53 9.53 15.09 20.62 12.70 12.70 26.19 32.54 38.10 44.45 50.01 NA

550 22" 559.00 4.78 5.54 6.35 9.53 12.70 NA 9.53 NA 22.23 12.70 NA 28.58 34.93 41.28 47.63 53.98 NA

600 24" 610.00 5.54 6.35 6.35 9.53 14.27 9.53 9.53 17.48 24.61 12.70 12.70 30.96 38.89 46.02 52.37 59.54 NA

650 26" 660.00 NA NA 7.92 12.70 NA NA 9.53 NA NA 12.70 NA NA NA NA NA NA NA

700 28" 711.00 NA NA 7.92 12.70 15.88 NA 9.53 NA NA 12.70 NA NA NA NA NA NA NA

750 30" 762.00 6.35 7.92 7.92 12.70 15.88 NA 9.53 NA NA 12.70 NA NA NA NA NA NA NA 19

800 32" 813.00 NA NA 7.92 12.70 15.88 NA 9.53 17.48 NA 12.70 NA NA NA NA NA NA NA

850 34" 864.00 NA NA 7.92 12.70 15.88 NA 9.53 17.48 NA 12.70 NA NA NA NA NA NA NA

900 36" 914.00 NA NA 7.92 12.70 15.88 NA 9.53 19.05 NA 12.70 NA NA NA NA NA NA NA 19

PIPE SCHEDULE



12/16

ATTACHMENT 05 - Tabulated ASME B31.3 Table A-1 Basic Allowable Stress Values

-20 to 100 200 300 400 500 600 650 700 750 800oF

A106 Gr. B 20.0 20.0 20.0 20.0 18.9 17.3 17.0 16.5 13.0 10.8 ksiAPI 5L Gr B 20.0 20.0 20.0 20.0 18.9 17.3 17.0 16.5 13.0 10.8 ksi

A333 Gr. 6 20.0 20.0 20.0 20.0 18.9 17.3 17.0 16.5 13.0 10.8 ksi

A671 CC65 21.7 21.3 20.7 20.0 18.9 17.3 17.0 16.8 13.9 11.4 ksi

A312 TP316L 16.7 16.7 16.7 15.5 14.4 13.5 13.2 12.9 12.6 12.4 ksi

A790 S32750 38.7 35.0 33.1 31.9 31.4 31.2 ksi

A928 S32750 38.7 35.0 33.1 31.9 31.4 31.2 ksi

A790 S31803 30.0 30.0 28.9 27.9 27.2 26.9 ksi

A928 S31803 30.0 30.0 28.9 27.9 27.2 26.9 ksi

A358 GR 316L CL 1 16.7 16.7 16.7 15.5 14.4 13.5 13.2 12.9 12.6 12.4 ksi

A516 GR 60 20.0 19.5 18.9 18.3 17.3 15.8 15.5 15.4 12.9 10.8 ksi

A240 TP316L 16.7 16.7 16.7 15.5 14.4 13.5 13.2 12.9 12.6 12.4 ksi

A240 S31803 30.0 30.0 28.9 27.9 27.2 26.9 ksi

A36 17.8 16.9 16.9 16.9 16.9 16.9 16.9 16.9 ksi



13/16

ATTACHMENT 07 - Mechanical Engineering Design (Shigley 1986)

Chapter 9-4 - Bending in Welded Joints - pages 349 to 352



14/16



15/16



16/16

SI No's (refer Calculation Index)

Type

Part Part A Part A Part A Part A Part A Part A Part A Part A

Repad N N Y Y N N Y Y

Standard/High Load Standard Standard Standard Standard High Load High Load High Load High Load

Check

LOCAL STRESS

CALCULATION -

PIPE WALL

LOCAL STRESS

CALCULATION -

WELD &

ATTACHMENT

STRENGTH

LOCAL STRESS

CALCULATION -

PIPE WALL

LOCAL STRESS

CALCULATION -

WELD &

ATTACHMENT

STRENGTH

LOCAL STRESS

CALCULATION -

PIPE WALL

LOCAL STRESS

CALCULATION -

WELD &

ATTACHMENT

STRENGTH

LOCAL STRESS

CALCULATION -

PIPE WALL

LOCAL STRES

CALCULATION

WELD &

ATTACHMEN

STRENGTH

Spec

11428N 1 2 3 4 NA NA 5 611478N 1 2 3 4 NA NA 5 6

11480N 1 2 3 4 NA NA 5 6

13459N 11 12 13 14 NA NA NA NA

13466N 11 12 13 14 NA NA NA NA

13467N 11 12 13 14 NA NA NA NA

13470N 11 12 13 14 NA NA NA NA

33467N 11 12 13 14 NA NA NA NA

61478N 7 8 9 10 NA NA NA NA

63467N 15 16 17 18 NA NA NA NA

91480N 7 8 9 10 NA NA NA NA

93459N 15 16 17 18 NA NA NA NA

93467N 15 16 17 18 NA NA NA NA

Welded Shoes Welded Shoes


Documents

138121660 Line Stop Welded to Shoe Calculation