Calculation Cover Sheet Calc No.
File
Project title Client
Proj No. Phase/CTR
Calculation title Guides for Shoes Calculation - Template Calculation objective
Page
1
of
3
The purpose of this calculation is to check the strength of guides for shoes. 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 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 Calculation method 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. Assumptions The following conditions / assumptions have been used in the calculations: 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. 2. Line method used to calculate linear section moduli of welds. 3. Fillet weld size shall be 6mm UNO. 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). References 1. XXXXXXXXXXXXX Topsides Pipe Stress Analysis Philosophy 2. XXXXXXXXXXXXXX Piping Material Specification 3. ASME B31.3 - 2008 Process Piping. 4. Kellogg's Design of Piping Systems 5. Shigley, J. E., Mechanical Engineering Design - 9-4 Bending in Welded Joints 6. Gere & Timoshenko, Mechanics of Materials - Appendix C and Appendix D
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 1. Template is based on the relevant calculation sheets in XXXXXXXXXXXXX Standard pipe supports - Welded attachment design - Shoes, line stops & guides
Conclusions 1. Stresses are within code allowable limits. 2. Guides for shoes are adequate at the location specified for the loads shown on the calculation sheets.
0
07-Nov-08
Issued for Use (IFU)
RM
VG
BH
REV
DATE
DESCRIPTION
BY
CHECK
APPROVAL
293400827.xls
Calculation Checklist Calc No. Project title
0
File Proj No.
0 0
Client Phase/CTR 0 Calculation title Guides for Shoes Calculation - Template Page Please check boxes for all applicable items checked or delete if not appropriate:
2
of
3
Calculations: ✘
✘ ✘ ✘ ✘
✘ ✘ ✘
✘ ✘ ✘
✘ ✘ ✘
✘ ✘ ✘ ✘
Calculation number assigned and registered (usual format is Proj No-CAL-Discipline code-Seq No eg XXXX-CAL-E001, but format may be varied by Project Manager). Project title shown. Calculation title shown. Revision history box complete and signed. Index. Appropriate stamp for preliminary issues. Calculation objectives (aims) stated. Calculation method defined or described (including formulae if relevant). Reference made to text, standard or code. Check version/edition with that required for project. Actual version/edition of standard/code used is referenced on the calculation cover sheet. Source of input data stated (with revision number and date if relevant). Assumptions stated. Summary of results or conclusions if appropriate. For software based calculations, reference to software verification if available. Method clear and easy to follow. Input data correct. 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). 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.. Calculation tolerances stated if significant. Units used as required by client. Abbreviations correct. Appropriate cross-references. Sketches included and clearly labelled, where required. Attachments included and referenced, as required. Any precedent or dependent calculations? If yes, confirm impact of changes, if any, have been updated.
Checking records: ✘
Checked and annotated copy of calculation filed (use "Check Print" stamp). Corrections made as required and calculation dated and signed on cover sheet by checker.
Revisions:
Changes clouded. Revision history block updated. Calculation re-checked if required. Notes for Completion of Calculations 1. 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 2.
Tracking of calculations that are either dependent on, or precedent to, this calculation shall be managed via registration within the calculation register.
293400827.xls
Calculation Index Calc No.
0
File
Project title Client Calculation title
Proj No. Phase/CTR Guides for Shoes Calculation - Template
Sl. No.
Page Description
Support Type
Page 3 of 3
Check Pipe Wall
Weld
Attacht.
33
PART A - GUIDES FOR SHOES - STANDARD LOAD
GU-03
√
√
34
PART A - GUIDES FOR SHOES - HIGH LOAD
GU-04
√
√
35
PART A - GUIDES FOR SHOES ON BRIDGE, EXPANSION BAY & FLARE BOOM - STANDARD LOAD
GU-07
√
√
36
PART A - GUIDES FOR SHOES ON BRIDGE, EXPANSION BAY & FLARE BOOM - HIGH LOAD
GU-08
√
√
293400827.xls
0 0 Max. Shoe Ht. (mm)
Remarks
33 PART A - GUIDES FOR SHOES - STANDARD LOAD
GU-03
LOCAL STRESS CALCULATION - WELD & ATTACHMENT STRENGTH STRESS CALCULATION NO.
LINE NO.
STRESS MODEL NO.
NODE NO.
INPUT DATA
PARENT PIPE
DN
GUIDE DIMENSIONS
Bridge, Expansion Bay or Flare Boom Support Standard or High Load Nominal Pipe Diameter
No Standard Load 25 DN
Guide type E
A
Maximum liftoff assumed
25 mm
Guide member size
APPLIED FORCES
Member Web Length
50 mm
B
Member Flange Length
50 mm
T1
Flange Member Thickness
6 mm
T2
Web Member Thickness
6 mm
h
Weld Leg Length
W
Vertical load
1,000 N 1,000 N
6 mm
WL
Axial stop load
WC
Lateral guide load
ML
Longitudinal moment:
WL x E
25,000 Nmm
Circumferential moment:
WC x E
25,000 Nmm
MC ALLOWABLE STRESS OF GUIDE MATERIAL
EA50x50x6 mm
A
T
1,000 N
Temperature
38.0 oC
Support Material
A36
SH
Hot Allowable Stress of Guide Material
122.7 MPa
ATTACHMENT STRENGTH
ALLOWABLE STRESS
ZL
Longitudinal section modulus
3,610 mm3
ZC
Circumferential section modulus
3,610 mm3
A
Attachment cross-section area
SL
Longitudinal bending stress
ML / ZL =
6.9 MPa
SC
Circumferential bending stress
MC / ZC =
6.9 MPa
SA
Axial (compressive) stress
W /A=
1.7 MPa
Longitudinal
SL + SA =
8.6 MPa
Circumferential
SC + SA =
8.6 MPa
Each combined allowable ≤ 1.0 x SH =
123 MPa
SA
Allowable stress
580 mm2
OK
CALCULATION RESULT
MAXIMUM HORIZONTAL LOADS
Max W C
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) ] } =
16,487 N
WELD STRENGTH
ALLOWABLE STRESS
ZL
Longitudinal section modulus
6,435 mm3
ZC
Circumferential section modulus
5,737 mm3
A
Weld Area
SL
Longitudinal bending stress
ML / ZL =
3.9 MPa
SC
Circumferential bending stress
MC / ZC =
4.4 MPa
SA
Axial (compressive) stress
W /A=
1.2 MPa
Longitudinal
SL + SA =
5.1 MPa
Circumferential
SC + SA =
5.6 MPa
Each combined allowable ≤ 1.0 x SH =
123 MPa
SA
Allowable stress
823 mm2
OK
CALCULATION RESULT
MAXIMUM HORIZONTAL LOADS
293400827.xls
Max W C
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) ] } =
25,982 N
Page 4 of 17
TYPE A: EA50x50x6
TYPE A: 75x10
TYPE B: PFC100x50x10
TYPE C: C100x100x10
(Bridge & Expansion Bay Guide)
C120x120x10 C150x150x10
T2
(Built-up Section)
T1 A
1
c2x
A
2
1
2
c1y
T1
A
c2y
c2y B
1
2
B
x
y
c1y c2y B Fillet Weld
Notes:
Full Penetration Weld Attachment Outline
1. Rolled Section properties e.g. Sec Mod. Etc. are based on BS 4848: Part 4 for EA's and BS:4 Part 1 for PFC's.
1
Attachment Centre of Gravity
2. Alternative support member, if used, should have properties better than used here.
2
Weld Centre of Gravity
3. Sectional Modulus for built-up sections calculated manually.
SUPPLEMENTARY CALCULATIONS ATTACHMENT SECTION MODULUS
Nominal Pipe Diameter Type A : EA50x50x6 Type A : 75x10 (Bridge & Expansion Bay) Type B : PFC100x50x10 Type C : Built-up Section
25
ZC =
3,610 mm3
ZL =
3,610 mm3
ZC =
mm3
ZL =
mm3
ZC =
mm3
ZL =
mm3
ZC =
mm3
ZL =
mm3
c1y= ATTACHMENT AREAS
CENTROID TO OUTER FIBRE
A=
580 mm2
Type A : 75x10 (Bridge & Expansion Bay)
A=
mm2
Type B : PFC100x50x10
A=
mm2
Type C : Built-up Section
A=
mm2
Type A : EA50x50x6 Type A : 75x10 (Bridge & Expansion Bay) Type B : PFC100x50x10 Type C : Built-up Section
WELD SECTION MODULUS
Type A : EA50x50x6
Type A : 75x10 (Bridge & Expansion Bay)
Type B : PFC100x50x10
Type C : Built-up Section
WELD AREAS
CENTROID TO OUTER FIBRE
mm
Type A : EA50x50x6
cX =
35.5 mm
cY =
35.5 mm
cX =
mm
cY =
mm
cX =
mm
cY =
mm
cX =
mm
cY =
mm
ZC =
5,737 mm3
ZL =
6,435 mm3
c2x=
15.7 mm
c2y=
17.2 mm
ZC =
mm3
ZL =
mm3
c2y=
mm
ZC =
mm3
ZL =
mm3
c2y=
mm
ZC =
mm3
ZL =
mm3
c2y=
mm
Type A : EA50x50x6
A=
823 mm2
Type A : 75x10 (Bridge & Expansion Bay)
A=
mm2
Type B : PFC100x50x10
A=
mm2
Type C : Built-up Section
A=
mm2
Type A : EA50x50x6 Type A : 75x10 (Bridge & Expansion Bay) Type B : PFC100x50x10 Type C : Built-up Section
cX =
34.3 mm
cY =
32.8 mm
cX =
mm
cY =
mm
cX =
mm
cY =
mm
cX =
mm
cY =
mm
HOT ALLOWABLE STRESS Temperature Material Index Number Hot Allowable Stress
100 oF 14 17.8 ksi
(using reference data from B31.3)
293400827.xls
Page 5 of 17
GUIDE DETAILS
STD LOAD
DRG. NO. BA1200DX1040.0001, 1042.0001 & 1046.0001
GUIDE DETAILS
HIGH LOAD
DRG. NO. BA1200DX1040.0001
DN
TYPE
MEMBER
A (mm)
B (mm)
T1 (mm)
T2 (mm)
h (mm)
DN
TYPE
MEMBER
A (mm)
B (mm)
T1 (mm)
T2 (mm)
h (mm)
25
A
EA50x50x6
50
50
6
6
6
25
B
PFC100x50x10
100
50
8.5
5
6
40
A
EA50x50x6
50
50
6
6
6
40
B
PFC100x50x10
100
50
8.5
5
6
50
A
EA50x50x6
50
50
6
6
6
50
B
PFC100x50x10
100
50
8.5
5
6
80
A
EA50x50x6
50
50
6
6
6
80
B
PFC100x50x10
100
50
8.5
5
6
100 150 200 250 300 350
A A B B B B
EA50x50x6 EA50x50x6 PFC100x50x10 PFC100x50x10 PFC100x50x10 PFC100x50x10
50 50 100 100 100 100
50 50 50 50 50 50
6 6 8.5 8.5 8.5 8.5
6 6 5 5 5 5
6 6 6 6 6 6
100 150 200 250 300 350
B B C C C C
PFC100x50x10 PFC100x50x10 C100x100x10 C100x100x10 C100x100x10 C100x100x10
100 100 100 100 100 100
50 50 100 100 100 100
8.5 8.5 10 10 10 10
5 5 10 10 10 10
6 6 6 6 6 6
400
B
PFC100x50x10
100
50
8.5
5
6
400
C
C100x100x10
100
100
10
10
6
450
B
PFC100x50x10
100
50
8.5
5
6
450
C
C100x100x10
100
100
10
10
6
500
B
PFC100x50x10
100
50
8.5
5
6
500
C
C100x100x10
100
100
10
10
6
600
B
PFC100x50x10
100
50
8.5
5
6
600
C
C120x120x10
120
120
10
10
6
750
B
PFC100x50x10
100
50
8.5
5
6
750
C
C120x120x10
120
120
10
10
6
900
B
PFC100x50x10
100
50
8.5
5
6
900
C
C150x150x10
150
150
10
10
6
BRIDGE, EXPANSION BAY AND FLARE BOOM GUIDE DETAILS
STD LOAD
BRIDGE, EXPANSION BAY AND FLARE BOOM
DRG. NO. BA1200DX1080.0001
GUIDE DETAILS
HIGH LOAD
DRG. NO. BA1200DX1080.0001
DN
TYPE
MEMBER
A (mm)
B (mm)
T1 (mm)
T2 (mm)
h (mm)
DN
TYPE
MEMBER
A (mm)
B (mm)
T1 (mm)
T2 (mm)
h (mm)
25
A
75x10
10
75
-
-
6
25
B
PFC100x50x10
100
50
8.5
5
6
40
A
75x10
10
75
-
-
6
40
B
PFC100x50x10
100
50
8.5
5
6
50
A
75x10
10
75
-
-
6
50
B
PFC100x50x10
100
50
8.5
5
6
80
A
75x10
10
75
-
-
6
80
B
PFC100x50x10
100
50
8.5
5
6
100
A
75x10
10
75
-
-
6
100
B
PFC100x50x10
100
50
8.5
5
6
150
A
75x10
10
75
-
-
6
150
B
PFC100x50x10
100
50
8.5
5
6
200
B
PFC100x50x10
100
50
8.5
5
6
200
C
C100x100x10
100
100
10
10
6
250
B
PFC100x50x10
100
50
8.5
5
6
250
C
C100x100x10
100
100
10
10
6
300
B
PFC100x50x10
100
50
8.5
5
6
300
C
C100x100x10
100
100
10
10
6
350
B
PFC100x50x10
100
50
8.5
5
6
350
C
C100x100x10
100
100
10
10
6
400
B
PFC100x50x10
100
50
8.5
5
6
400
C
C100x100x10
100
100
10
10
6
450
B
PFC100x50x10
100
50
8.5
5
6
450
C
C100x100x10
100
100
10
10
6
500
B
PFC100x50x10
100
50
8.5
5
6
500
C
C100x100x10
100
100
10
10
6
600
B
PFC100x50x10
100
50
8.5
5
6
600
C
C120x120x10
120
120
10
10
6
750
B
PFC100x50x10
100
50
8.5
5
6
750
C
C120x120x10
120
120
10
10
6
900
B
PFC100x50x10
100
50
8.5
5
6
900
C
C150x150x16
150
150
16
16
10
LOAD TYPE Standard Load High Load
BRIDGE, EXPANSION BAY OR FLARE BOOM SUPPORT No Yes
293400827.xls
Page 6 of 17
THIS PAGE IS BLANK.
293400827.xls
Page 7 of 17
ATTACHMENT 01 - Tabulated Piping Class Schedules
Spec 11428N 11478N 11480N 13459N 13466N 13467N 13470N 33467N 61478N 63467N 91480N 93459N 93467N
293400827.xls
Rev 0 0 0 0 0 0 0 0 0 0 0 0 0
CA 1.5 1.5 1.5 0 0 0 0 0 1.5 0 3 0 0
25 80 80
40 80 80
40S 80S 40S 40S 40S 80 40S 160 40S 40S
40S 80S 40S 40S 40S 80 40S 160 40S 40S
50 40 40 80 40S 80S 40S 40S 40S 80 40S 160 40S 40S
80 40 40 80 40S 80S 40S 40S 40S 80 40S 160 40S 40S
100 40 40 80 40S 80S 40S
150 40 40 80 40S 40S 40S
40S 80 40S 120 80S 40S
40S 80 40S 120 80S 40S
200 20 20 80 20 40S 20 40S 20 80 40S 120 100 80S
250 20 20 XS 20 40S 20 40S 20 80 40S 120 100 80S
300 20 20 XS 20 40S 20 40S 20 80 40S 120 100 60
350 20 20 60 20 STD 20
400 20 20 60 20 STD 20
20 80 40 120 100 60
20 80 40 120 100 80
450 20 20 40 20 STD 20 STD 20 80 40 120 100 80
500 20 20 40 20 STD 20
600 20 20 40 20 STD 20
20 80 40 120 100 80
20 80 40 120 100 80
650
700
750
800
22mm STD
900
19mm
STD STD
STD
22mm
33mm
27mm
35mm
38mm
Page 8 of 17
ATTACHMENT 02 - Tabulated Piping Class Materials - Pipe Material Spec 11428N 11478N 11480N 13459N 13466N 13467N 13470N 33467N 61478N 63467N 91480N 93459N 93467N
Rev 0 0 0 0 0 0 0 0 0 0 0 0 0
293400827.xls
25 1 3
40 1 3
5 7 9 9 9 3 9 3 5 9
5 7 9 9 9 3 9 3 5 9
50 1 3 3 5 7 9 9 9 3 9 3 5 9
80 1 3 3 5 7 9 9 9 3 9 3 5 9
100 1 3 3 5 7 9
150 1 3 3 5 8 9
9 3 9 3 5 9
9 3 9 3 5 9
200 1 3 3 6 8 10 10 10 3 10 3 6 10
250 1 3 3 6 8 10 10 10 3 10 3 6 10
300 1 3 3 6 8 10 10 10 3 10 3 6 10
350 1 3 3 6 8 10
400 1 3 3 6 8 10
10 3 10 3 6 10
10 3 10 3 6 10
450 2 4 4 6 8 10 10 10 4 10 4 6 10
500 2 4 4 6 8 10
600 2 4 4 6 8 10
10 4 10 4 6 10
10 4 10 4 6 10
650
700
750
800
4 8
900
4
8 10
10
10
10
10
10
No 1 2 3 4 5 6 7 8 9 10
Material A106 Gr. B API 5L Gr B A333 Gr. 6 A671 CC65 A312 TP316L A358 GR 316L CL 1 A790 S32750 A928 S32750 A790 S31803 A928 S31803
10
Page 9 of 17
ATTACHMENT 03 - Tabulated Piping Class Materials - Support Material Spec 11428N 11478N 11480N 13459N 13466N 13467N 13470N 33467N 61478N 63467N 91480N 93459N 93467N
293400827.xls
25 11 11
40 11 11
12 13 13 13 13 11 13 11 12 13
12 13 13 13 13 11 13 11 12 13
50 11 11 11 12 13 13 13 13 11 13 11 12 13
80 11 11 11 12 13 13 13 13 11 13 11 12 13
100 11 11 11 12 13 13
150 11 11 11 12 13 13
13 11 13 11 12 13
13 11 13 11 12 13
200 11 11 11 12 13 13 13 13 11 13 11 12 13
250 11 11 11 12 13 13 13 13 11 13 11 12 13
300 11 11 11 12 13 13 13 13 11 13 11 12 13
350 11 11 11 12 13 13
400 11 11 11 12 13 13
450 11 11 11 12 13 13
500 11 11 11 12 13 13
600 11 11 11 12 13 13
13 11 13 11 12 13
13 11 13 11 12 13
13 11 13 11 12 13
13 11 13 11 12 13
13 11 13 11 12 13
650
700
750
800
11 13
900
11
13 13
No 11 12 13 14
Material A516 GR 60 A240 TP316L A240 S31803 A36
13
13
13
13
13
13
Page 10 of 17
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 Steel PIPE SCHEDULE
PIPE SIZE Nom.pipe size
Nom.pipe size
OD
5S
10S
10
20
30
40S
STD
40
60
XS
80S
80
100
120
140
160
XXS
19mm
22mm
27mm
33mm
35mm
38mm
mm 15 20
inch 1/2" 3/4"
mm 21.30 26.70
mm 1.65 1.65
mm 2.11 2.11
mm NA NA
mm NA NA
mm NA NA
mm 2.77 2.87
mm 2.77 2.87
mm 2.77 2.87
mm NA NA
mm 3.73 3.91
mm 3.73 3.91
mm 3.73 3.91
mm NA NA
mm NA NA
mm NA NA
mm 4.78 5.56
mm 7.47 7.82
mm
mm
mm
mm
mm
mm
25 32 40
1" 1 1/4" 1 1/2"
33.40 42.20 48.30
1.65 1.65 1.65
2.77 2.77 2.77
NA NA NA
NA NA NA
NA NA NA
3.38 3.56 3.68
3.38 3.56 3.68
3.38 3.56 3.68
NA NA NA
4.55 4.85 5.08
4.55 4.85 5.08
4.55 4.85 5.08
NA NA NA
NA NA NA
NA NA NA
6.35 6.35 7.14
9.09 9.70 10.15
50 65
2" 2 1/2"
60.30 73.00
1.65 2.11
2.77 3.05
NA NA
NA NA
NA NA
3.91 5.16
3.91 5.16
3.91 5.16
NA NA
5.54 7.01
5.54 7.01
5.54 7.01
NA NA
NA NA
NA NA
8.74 9.53
11.07 14.02
80 90 100
3" 3 1/2" 4"
88.90 101.60 114.30
2.11 2.11 2.11
3.05 3.05 3.05
NA NA NA
NA NA NA
NA NA NA
5.49 5.74 6.02
5.49 5.74 6.02
5.49 5.74 6.02
NA NA NA
7.62 8.08 8.56
7.62 8.08 8.56
7.62 8.08 8.56
NA NA NA
NA NA 11.13
NA NA NA
11.13 NA 13.49
15.24 NA 17.12
125 150 200
5" 6" 8"
141.30 168.30 219.10
2.77 2.77 2.77
3.40 3.40 3.76
NA NA NA
NA NA 6.35
NA NA 7.04
6.55 7.11 8.18
6.55 7.11 8.18
6.55 7.11 8.18
NA NA 10.31
9.53 10.97 12.70
9.53 10.97 12.70
9.53 10.97 12.70
NA NA 15.09
12.70 14.27 18.26
NA NA 20.62
15.88 18.26 23.01
19.05 21.95 22.23
250 300
10" 12"
273.10 323.90
3.40 3.96
4.19 4.57
NA NA
6.35 6.35
7.80 8.38
9.27 9.53
9.27 9.53
9.27 10.31
12.70 14.27
12.70 12.70
12.70 12.70
15.09 17.48
18.26 21.44
21.44 25.40
25.40 28.58
28.58 33.32
25.40 25.40
350 400 450
14" 16" 18"
355.60 406.40 457.00
3.96 4.19 4.19
4.78 4.78 4.78
6.35 6.35 6.35
7.92 7.92 7.92
9.53 9.53 11.13
9.53 9.53 9.53
9.53 9.53 9.53
11.13 12.70 14.27
15.09 16.66 19.05
12.70 12.70 12.70
12.70 12.70 12.70
19.05 21.44 23.83
23.83 26.19 29.36
27.79 30.96 34.93
31.75 36.53 39.67
35.71 40.49 45.24
NA NA NA
500 550
20" 22"
508.00 559.00
4.78 4.78
5.54 5.54
6.35 6.35
9.53 9.53
12.70 12.70
9.53 NA
9.53 9.53
15.09 NA
20.62 22.23
12.70 12.70
12.70 NA
26.19 28.58
32.54 34.93
38.10 41.28
44.45 47.63
50.01 53.98
NA NA
600 650 700
24" 26" 28"
610.00 660.00 711.00
5.54 NA NA
6.35 NA NA
6.35 7.92 7.92
9.53 12.70 12.70
14.27 NA 15.88
9.53 NA NA
9.53 9.53 9.53
17.48 NA NA
24.61 NA NA
12.70 12.70 12.70
12.70 NA NA
30.96 NA NA
38.89 NA NA
46.02 NA NA
52.37 NA NA
59.54 NA NA
NA NA NA
750 800 850 900
30" 32" 34" 36"
762.00 813.00 864.00 914.00
6.35 NA NA NA
7.92 NA NA NA
7.92 7.92 7.92 7.92
12.70 12.70 12.70 12.70
15.88 15.88 15.88 15.88
NA NA NA NA
9.53 9.53 9.53 9.53
NA 17.48 17.48 19.05
NA NA NA NA
12.70 12.70 12.70 12.70
NA NA NA NA
NA NA NA NA
NA NA NA NA
NA NA NA NA
NA NA NA NA
NA NA NA NA
NA NA NA NA
19.05
22.22
293400827.xls
33.32 34.92
19.05
26.97
38.1
Page 11 of 17
ATTACHMENT 05 - Tabulated ASME B31.3 Table A-1 Basic Allowable Stress Values -20 to A106 Gr. B API 5L Gr B A333 Gr. 6 A671 CC65 A312 TP316L A790 S32750 A928 S32750 A790 S31803 A928 S31803 A358 GR 316L CL 1 A516 GR 60 A240 TP316L A240 S31803 A36
293400827.xls
100 20.0 20.0 20.0 21.7 16.7 38.7 38.7 30.0 30.0 16.7 20.0 16.7 30.0 17.8
200 20.0 20.0 20.0 21.3 16.7 35.0 35.0 30.0 30.0 16.7 19.5 16.7 30.0 16.9
300 20.0 20.0 20.0 20.7 16.7 33.1 33.1 28.9 28.9 16.7 18.9 16.7 28.9 16.9
400 20.0 20.0 20.0 20.0 15.5 31.9 31.9 27.9 27.9 15.5 18.3 15.5 27.9 16.9
500 18.9 18.9 18.9 18.9 14.4 31.4 31.4 27.2 27.2 14.4 17.3 14.4 27.2 16.9
600 17.3 17.3 17.3 17.3 13.5 31.2 31.2 26.9 26.9 13.5 15.8 13.5 26.9 16.9
650 17.0 17.0 17.0 17.0 13.2
700 16.5 16.5 16.5 16.8 12.9
750 13.0 13.0 13.0 13.9 12.6
13.2 15.5 13.2
12.9 15.4 12.9
12.6 12.9 12.6
16.9
16.9
F ksi ksi ksi ksi ksi ksi ksi ksi ksi 12.4 ksi 10.8 ksi 12.4 ksi ksi ksi 800 10.8 10.8 10.8 11.4 12.4
o
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ATTACHMENT 07 -
293400827.xls
Mechanical Engineering Design (Shigley 1986) Chapter 9-4 - Bending in Welded Joints - pages 349 to 352
Page 13 of 17
293400827.xls
Page 14 of 17
293400827.xls
Page 15 of 17
293400827.xls
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SI No's (refer Calculation Index) Type Part Repad Standard/High Load
Check Spec 11428N 11478N 11480N 13459N 13466N 13467N 13470N 33467N 61478N 63467N 91480N 93459N 93467N
293400827.xls
Part A N Standard
Welded Shoes Part A Part A N Y Standard Standard
Part A Y Standard
Part A N High Load
Welded Shoes Part A Part A N Y High Load High Load
Part A Y High Load
Part B N
Line Stop on Pipe Part B Part B N Y
Part B Y
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 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
1 1 1 11 11 11 11 11 7 15 7 15 15
2 2 2 12 12 12 12 12 8 16 8 16 16
3 3 3 13 13 13 13 13 9 17 9 17 17
4 4 4 14 14 14 14 14 10 18 10 18 18
NA NA NA NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA NA NA NA NA NA
5 5 5 NA NA NA NA NA NA NA NA NA NA
6 6 6 NA NA NA NA NA NA NA NA NA NA
NA NA NA NA NA NA NA NA 19 21 19 21 21
NA NA NA NA NA NA NA NA 20 22 20 22 22
23 23 23 26 26 26 26 26 25 28 25 28 28
24 24 24 27 27 27 27 27 20 22 20 22 22
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