Guides for Shoes Calculation
Transcript of Guides for Shoes Calculation
-
7/28/2019 Guides for Shoes 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 guides for 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/2 0.5), 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 - Guides for 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 APPROVAL
VG
CHECK
BH
BY
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
1. XXXXXXXXXXXXX Topsides Pipe Stress Analysis Philosophy
Calc No.
Calculation objective
Guides for Shoes Calculation - Template
Project title
Client
3. Take care not to break any links that retrieve data from following sheets.
5. All assumptions must be verified
Calculation Cover Sheet
2. Guides for shoes are adequate at the location specified for the loads shown on the calculation sheets.
1. Stresses are within code allowable limits.
Conclusions
Assumptions
The purpose of this calculation is to check the strength of guides for shoes.
Calculation method
Notes To User
1. This Section should be removed prior to issuing
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
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.
1. Hot allowable stress at ambient temperature. Guides for 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.
1. Template is based on the relevant calculation sheets in XXXXXXXXXXXXX Standard pipe supports - Welded attachment design - Shoes, line stops & guides
References
2. XXXXXXXXXXXXXX Piping Material Specification
4. Kellogg's Design of Piping Systems
150882029.xls.ms_office
-
7/28/2019 Guides for Shoes Calculation
2/16
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
Guides for Shoes 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.
150882029.xls.ms_office
-
7/28/2019 Guides for Shoes Calculation
3/16
Calculation title Guides for Shoes Calculation - Template
33 GU-03
34 GU-04
35 GU-07
36 GU-08
Client
Sl. No. Description
Calculation Index
Calc No. 0Project title
Support Type
PART A - GUIDES FOR SHOES - HIGH LOAD
PART A - GUIDES FOR SHOES - STANDARD LOAD
PART A - GUIDES FOR SHOES ON BRIDGE, EXPANSION BAY & FLARE BOOM - STANDARD LOAD
PART A - GUIDES FOR SHOES ON BRIDGE, EXPANSION BAY & FLARE BOOM - HIGH LOAD
150882029.xls.ms_office
-
7/28/2019 Guides for Shoes Calculation
4/16
33
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
Standard or High Load S
PARENT PIPE DN Nominal Pipe Diameter
GUIDE DIMENSIONS Guide type
E Maximum liftoff assumed
Guide member size
A Member Web Length
B Member Flange Length
T1 Flange Member Thickness
T2 Web Member Thickness
h Weld Leg Length
W Vertical load
WL Axial stop load
WC Lateral guide load
ML Longitudinal moment: WL x E
MC Circumferential moment: WC x E
T Temperature
Support Material
SH
ATTACHMENT STRENGTH
ZL Longitudinal section modulus
ZC Circumferential section modulus
A Attachment cross-section area
SL Longitudinal bending stress ML / ZL =
SC Circumferential bending stress MC / ZC =
SA Axial (compressive) stress W / A =
Longitudinal SL + SA =
Circumferential SC + SA =
ALLOWABLE STRESS SA Allowable stress Each combined allowable 1.0 x SH =
CALCULATION RESULT
Max WC Max lateral guide load (minimum of max load based on LONG or CIRCUM stresses)
MIN { [ SA / 0.3 (E / ZL + 1 / A) ] , [ SA / (E / ZC + 0.3 / A) ] } =
WELD STRENGTH
ZL Longitudinal section modulus
ZC Circumferential section modulus
A Weld Area
SL Longitudinal bending stress ML / ZL =
SC Circumferential bending stress MC / ZC =SA Axial (compressive) stress W / A =
Longitudinal SL + SA =
Circumferential SC + SA =
ALLOWABLE STRESS SA Allowable stress Each combined allowable 1.0 x SH =
CALCULATION RESULT
Max WC Max lateral guide load (minimum of max load based on LONG or CIRCUM stresses)
MIN { [ SA / 0.3 (E / ZL + 1 / A) ] , [ SA / (E / ZC + 0.3 / A) ] } =
MAXIMUM HORIZONTAL LOADS
MAXIMUM HORIZONTAL LOADS
ALLOWABLE STRESS OF
GUIDE MATERIAL
PART A - GUIDES FOR SHOES - STANDARD LOAD
APPLIED FORCES
Hot Allowable Stress of Guide Material
-
7/28/2019 Guides for Shoes Calculation
5/16
TYPE A: EA50x50x6 TYPE A: 75x10 TYPE B: PFC100x50x10 TY
(Bridge & Expansion Bay Guide)
(B
Fillet Weld Notes:
Full Penetration Weld
Attachment Outline
Attachment Centre of Gravity 2. Alternative support member, if used, should have properties b
Weld Centre of Gravity 3. Sectional Modulus for built-up sections calculated manually.
SUPPLEMENTARY CALCULATIONS Nominal Pipe Diameter
ATTACHMENT SECTION MODULUS Type A : EA50x50x6 ZC =
ZL =
Type A : 75x10 (Bridge & Expansion Bay) ZC =
ZL =
Type B : PFC100x50x10 ZC =
ZL =
Type C : Built-up Section ZC =
ZL =
c1y=
ATTACHMENT AREAS Type A : EA50x50x6 A =
Type A : 75x10 (Bridge & Expansion Bay) A =Type B : PFC100x50x10 A =
Type C : Built-up Section A =
CENTROID TO OUTER FIBRE Type A : EA50x50x6 cX =
cY =
Type A : 75x10 (Bridge & Expansion Bay) cX =
cY =
Type B : PFC100x50x10 cX =
cY =
Type C : Built-up Section cX =
cY =
WELD SECTION MODULUS Type A : EA50x50x6 ZC =
ZL =
c2x=
c2y=
Type A : 75x10 (Bridge & Expansion Bay) ZC =
ZL =
c2y=
Type B : PFC100x50x10 ZC =
1. Rolled Section properties e.g. Sec Mod. Etc. are based on BS
PFC's.
x
y
A
B
T1
12
c2y
c2x
1
2
B
A
T1
T2
1 2
c2y
c1y
1 2
c1y
c2y
A
B
-
7/28/2019 Guides for Shoes Calculation
6/16
GUIDE DETAILS STD LOAD DRG. NO. BA1200DX1040.0001, 1042.0001 & 1046.0001 GUIDE DETAILS
DN TYPE MEMBER A (mm) B (mm) T1 (mm) T2 (mm) h (mm) DN TYPE
25 A EA50x50x6 50 50 6 6 6 25 B
40 A EA50x50x6 50 50 6 6 6 40 B
50 A EA50x50x6 50 50 6 6 6 50 B
80 A EA50x50x6 50 50 6 6 6 80 B100 A EA50x50x6 50 50 6 6 6 100 B
150 A EA50x50x6 50 50 6 6 6 150 B
200 B PFC100x50x10 100 50 8.5 5 6 200 C
250 B PFC100x50x10 100 50 8.5 5 6 250 C
300 B PFC100x50x10 100 50 8.5 5 6 300 C
350 B PFC100x50x10 100 50 8.5 5 6 350 C
400 B PFC100x50x10 100 50 8.5 5 6 400 C
450 B PFC100x50x10 100 50 8.5 5 6 450 C
500 B PFC100x50x10 100 50 8.5 5 6 500 C
600 B PFC100x50x10 100 50 8.5 5 6 600 C
750 B PFC100x50x10 100 50 8.5 5 6 750 C
900 B PFC100x50x10 100 50 8.5 5 6 900 C
BRIDGE, EXPANSION BAY AND FLARE BOOM BRIDGE, EXPANSION B
GUIDE DETAILS STD LOAD DRG. NO. BA1200DX1080.0001 GUIDE DETAILS
DN TYPE MEMBER A (mm) B (mm) T1 (mm) T2 (mm) h (mm) DN TYPE
25 A 75x10 10 75 - - 6 25 B
40 A 75x10 10 75 - - 6 40 B
50 A 75x10 10 75 - - 6 50 B
80 A 75x10 10 75 - - 6 80 B
100 A 75x10 10 75 - - 6 100 B
150 A 75x10 10 75 - - 6 150 B
200 B PFC100x50x10 100 50 8.5 5 6 200 C
250 B PFC100x50x10 100 50 8.5 5 6 250 C
300 B PFC100x50x10 100 50 8.5 5 6 300 C
350 B PFC100x50x10 100 50 8.5 5 6 350 C
400 B PFC100x50x10 100 50 8.5 5 6 400 C
450 B PFC100x50x10 100 50 8.5 5 6 450 C
500 B PFC100x50x10 100 50 8.5 5 6 500 C
600 B PFC100x50x10 100 50 8.5 5 6 600 C
750 B PFC100x50x10 100 50 8.5 5 6 750 C
900 B PFC100x50x10 100 50 8.5 5 6 900 C
LOAD TYPE
Standard Load
High Load
BRIDGE, EXPANSION BAY
OR FLARE BOOM
SUPPORT
No
Yes
-
7/28/2019 Guides for Shoes Calculation
7/16
THIS PAGE IS BLANK.
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office Page 8 of 16
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office Page
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office Page 10 of 1
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office Page 12 of 16
-
7/28/2019 Guides for Shoes Calculation
13/16
ATTACHMENT 07 - Mechanical Engineering Design (Shigley 1986)
Chapter 9-4 - Bending in Welded Joints - pages 349 to 352
150882029.xls.ms_office Page 13 of 16
-
7/28/2019 Guides for Shoes Calculation
14/16
150882029.xls.ms_office Page 14 of 16
-
7/28/2019 Guides for Shoes Calculation
15/16
150882029.xls.ms_office Page 15 of 16
-
7/28/2019 Guides for Shoes Calculation
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
150882029.xls.ms_office