ML20069H002
| ML20069H002 | |
| Person / Time | |
|---|---|
| Site: | Catawba  |
| Issue date: | 03/22/1978 |
| From: | Rosselle C, Yee V EDS NUCLEAR, INC. |
| To: | |
| Shared Package | |
| ML20069G907 | List: |
| References | |
| PAD-77-117, NUDOCS 8303280223 | |
| Download: ML20069H002 (203) | |
Text
{{#Wiki_filter:- G ATTACHMENT 1.1 "CL1BIC" Computer Program For AShE Section III Class 1 Area Reinforcement Analysis For Certain Branch Connection Types Of The CATAWBA Nuclear Power Station Prepared For DL .E POWER COMPANY
. . O Prepared By EDS NUCLEAR INC.
October,1977
.i I
EDS Report No. PAD-77-117 - s e n. O 8303280223 830323 , PDR ADOCK 05000413 A PDR i armcrmons. ;~ . u w-amma--aumn- n~: .m: ,-. = . awr. mx m-rt- --
EDS NUCLEAR INC. REPORT APPROVAL COVER SHEET Client: Duke Power Company l Project: Catawba Nuclear Plant Job Number: 0930910 Report
Title:
"CLIBIC" Computer Program For ASME Section IH Class 1 Area Reinforce-l ment Analysis For Certain Branch Connections of the CATAWBA Nuclear Report Number: PAD-77-117 Rev. 2 Power Plant The work described in this Report was performed in accordance with the EDS Nuclear Quality Assurance Program. The signatures below verify the accuracy of this Report and its compliance with applicable quality assurance requirements. . Prepared By: /b/2M 1 h Date: October 31, 1977 ' Reviewed By: -
/. , u d y I [ Date: November 30, 1977 Approved By: J. .-
_ od 0 L - Date: November 30, 1977 n-REVISION RECORD Rev. Approval No. Prepared Reviewed Approved Date Revision 1 ' I
/. . _ 2/10/77 Misc. Revisions 2 Wit /4 O .
M 3/22/78 Misc. Revisions
-1 l l
\
g G - Revision 1 Revision includes the following items: a) Tables have been revised to show the design pressures for the SWB being used on 8" run pipe which is permitted by MDG-ES-2. b)- Tables have been revised to include notes which define the reasons for not including certain components. c) The back-up hand calculations have been revised to match pmgram calculation techniques. d) Revised program listing has been included. Revision 2 Revision includes the following items: O a) Table 2.2 has been revised to include the pressure values for the following in addition to the values already shown:
- 1) SWB fittings for run pipe sizes of 4", 5", and 6" and branch pipe sizes of 3/4" through 2".
- 2) SWFOB fittings with run pipe sizes of 4" through 14" and 1" branch pipe size.
- 3) SWFOB fittings with run pipe sizes of 4" through 6" and 3/4" branch pipe.
O
ABSTRACT A The piping design criteria of the ASME Code Section III for Class 1 Components requires that design for pressure loading be performed in accordance with the rules of subarticle NB-3640. Paragraph NB-3643 sets forth area reinforcement j rules, including calculations, which guarantee the stress limit requirements of ' NB-3640 are satisfied for branch connections. The purpose of this report is to document and certify the calculations which establish the allowable pressure for various branch configurations of interest to the Catawba Nuclear Station pipe de-sign activity. Additionally, the technical basis, listing, input, and output for the computer program used to develop the allowable pressure values are pre-sented. The program can be used to estabitsh the allowable pressure for other branch configurations which satisfy the configurational restrictions set forth in NB-3643 and as modified in NB-3680 in order to make the stress indices of the Code appilcable. Output of the program contains Information other than the al-lowable pressure which will be of interest to the pipe designer. O O I L
TABLE OF CONTENTS A Page ABSTRACT 1 TABLE OF CONTENTS 2 LIST OF ILLUSTRATIONS 3 LIST OF TABLES 4 NOMENCLATURE 5
1.0 INTRODUCTION
7 2.0 BRANCH CONNECTION PRESSURE DESIGN TABLES 8
- 3. 0 DESIGN AND ANALYSIS PROCEDURE 9
- 4. 0 PROGRAM INPUT DATA 14
- 5. 0 PROGRAM OUTPUT DESCRIPTION 19
- 6. 0 SAMPLE PROBLEMS 20
'7. 0 REFERENCES 21
- 8. 0 PROGRAM LISTING 22 TABLES 23 FIGURES 28 APPENDICES A. Applicability to McGuire Nuclear Station B. Program Output l
m
LIST OF ILLUSTRATIONS m Figure Title 2.1 6000# HALF-COUPLING 2.2 SPECIAL WELDING BOSS (SWB)
- 2. 3 SPECIAL WELDING FLOW ORIFICE BOSS (SWFOB) 3.1 CROSS-SECTIONAL AREA AVAILABLE FOR REINFORCEMENT FOR SOCKET WELDING FITTING ATTACHED TO STRAIGHT PIPE A
l i l O i LIST OF TABLES n Table Title 2.1 Allowable Design Pressures for Various Branch Connection Configurations for Design Temperature of 600 F
- 2. 2 Allowable Design Pressures for Various Branch Connection -
Configurations for Design Temperature of 650 F
- 2. 3 Allowable Design Pressures for Various Branch Connection Configurations for Design Temperature of 700 F 4.1 Minimum Laying Heights 4.2 Design Stress Intensity Values Sm N
O
NOMENCLATURE A As Specified In ASME Program P PMR maximum Internal design pressure of run, pst P PMB maximum internal design pressure of branch, pst P PPP maximum internal design pressure of branch connection, pst P P23 maximum internal design pressure of branch connection, psi (where the 2/3 area restrictions of NB-3643.3(cXIXc) governs) PPL the smaller of PMR and PMB PAA maximum allowable pressure tm minimum required wall thickness tr tm - a = minimum required thickness of run pipe tb tm - a = minimum required thickness of branch pipe TRM minimum wall thickness of run pipe TBM minimum wall thickness of branch pipe TFM minimum wall thickness of fitting Tr RTM nominal wall thickness of run pipe TBA nominal wall thickness of branch pipe Tb TFA nominal wall thickness of fitting a A an additional thickness to provide for corrosion y Y =.4 Sm SMR -maximum allowable stress intensity caused by~ -run pipe Sm SMF internal pressure at the design temperature - fitting , Sm SMB for the -branch pipe r 2 RZM minimum - transition radius between branch (fitting) and run pipe o l l
NOMENCLA'IURE V As Specified In ASME Program r2 RZM minimum - transition radius between branch (fitting) and run pipe r2 RZR required - transition radius between branch (fitting) and run pipe for a design pressure of 2500 psi LA DLA half width of reinforcement zone measured along the mid-surface of the run pipe LN XLN limit of reinforcement measured normal to run pipe wall rm RFAA mean radius of the branch (fitting) Rm RRA mean radius of the run pipe r im RBAA mean radius of the branch pipe Do DRO outside diameter of run pipe y Do DBO outside diameter of branch pipe Do DFO outside diameter of fitting d DRI inside diameter of run pipe based on minimum wall thickness d DBI inside diameter of branch pipe based on minimum wall thickness d DFI inside diameter of fitting based on minimum wall thickness d DFIA inside diameter of fitting based on nominal wall thickness i
1.0 INTRODUCTION
V The ASME Boiler and Pressure Vessel Code Section III requires that pipe inter-sections be properly designed for pressure. This report is intended to be a de-sign aid which determines qualified branch connection fitting types based upon specified design parameters in ASME Class 1 (Duke Power Company Class A) piping systems and verifies that these fittings satisfy the area reinforcement requirements of subsection NB-3643, based on the design temperature, design pressure, size, schedule, corrosion allowance, and material parameters of the run and branch pipes. %/ v 3 2.0 BRANCH CONNECTION PRESSURE DESIGN TABLES V Tables 2.1 through 2.3 contain the allowable design pressures for those Class 1 branch connections involving socket welding fittings. Each table is for a given design temperature and run, branch, and fitting material combination which is presented at the top of the table. The table is composed of a matrix of maximum
~a llowable pressure for a given run pipe to branch pipe size with fitting type as a subparameter. Along the left hand side of the table are listed the ten run pipe sizes and associated schedules which are specified for Duke Class A piping in reference 7. The allowable pressure for each run pipe is also listed and may be used to establish what controls the branch connection (fitting, run or branch) allowable pressures. The branch pipe size, associated schedule, and allowable pressure are listed along the top row. The minimwn stress intensity and cor-rosion allowance values used to develop the allowable pressures are shown at the top of the table.
These three tables are intended to be used by design personnel to verify that the piping design criteria of subarticle NB-3640 of the ASME Boller and Pres-sure Vessel Code Section III are satisfied. The version of the Code used is the 1974 Edition with addenda through summer of 1974, which is the Code of Record for the Catawba Nuclear Power Station. The fitting configurations used to construct the branch connections considered are presented in Figures 2.1 through 2.3. Actual fitting nominal dimensions were utilized in prepar-V ing the report with suitable allowance taken for the metal removed when the fitting is shaped to fit the run pipe. It should be noted that the limits set forth in Figure 2.2 for Special Welding Boss branch connection configura-tions have been included in establishing the values contained herein. The restriction on thickness of run pipe is related to fabricab!11ty. While simi-lar restrictions may apply to half coupling and special welding flow orifice boss branch connections, they are not noted in the Figures or contained in the values presented herein. Therefore, it is the responsibility of the de-signer to verify the combination of fitting and run pipe is fabricable. V L
- 3. 0 DESIGN AND ANALYSIS PROCEDURE V
3.1 ASME Criteria ASME BoIIer and Pressure Vessel Code Section III NB-3643 specifies pressure design requirements for branch connections. This subsection establishes gen-eral requirements, defines branch connections, and discusses reinforcement requirements and calculations. A summary of this subsection is provided be-low. 3.1.1 Satisfying Area Reinforcement Requirements NB-3643 requires that reinforcement be provided "In an amount and distribution so that the requirements for the area of reinforcement are satisfied for all planes through the center of the opening and normal to the surface of the run pipe." The area of reinforcement shall not be less than A req =dtr(in) for a branch connection normal to the surface of the run pipe. This is the area of the minimum thickness pipe for the pressure that is removed by the hole. 3.1.2 Branch Connections Not Requiring Reinforcement Per NB-3643.3(b), reinforcement need not be provided under the following conditions: (a) A single openinghas a diameter not exceeding 0.2 v'Rm T r or if there are two or more openings within any circle of diameter 2.54 Rm Tr but the sum of the diameters of such unreinforced openings shall not exceed 0.25VRm T- r (b) No two unreinforced openings shall have their centers closer to each other, measured on the inside wall of the run pipe, than the sum of their diameters. (c) No unreinforced opening shall have its center closer than 2.5VRm T to r the edge of any other locally stressed area. V 9
3 Since these three conditions are all layout dependent, it is assumed v the designer checks these conditions prior to finalizing the location of the connections. The program prints out values of VRm T r to aid the designer in checking these conditions. 3.1.3 Cross-Sectional Area Available for Reinforcement The area available for reinforcement is the sum of the contributing areas A1 , A 2, and A ,3 as shown in Figures 3.1 for the socket weld-Ing fitting (6000# socket-welded half coupling (B16.11), special weld-ing boss (MDG-ES-2, -3) and special welding flow orifice boss (MC-1684-00.00) attached to the run pipe. The areas available for com-pensation are: A3 - excess wall in branch (half each side) A2 - weld metal (half each side) A3 - excess wall in run (half each side) The " thicknesses" of these areas are dependent on the tr and tb valuss determined in the straight pipe pressure design calculations for the run and branch pipes. 3.1.4 Effective Length of Reinforcement on the Run NB-3643.3(c) defines the " limits of reinforcement measured along the mid-surface of the nominal wall thickness of the run pipe," i.e. the effective length along the run, as LA = max (d, r + Tr + Tb)* In addition, two thirds of the required reinforcement shall be pro-vided within a limit the greater of r + 0,5-/ R m T' r r+ Tr + Tb 3.1. 5 Effective Length of Reinforcement on the Branch NB-3643.3(c) defines the " limits" of reinforcement measured normal to the wall of the run pipe, i.e. effective length along the branch, as LN = 0. 5 Vrm Tb+ 0. 5 r2 For the purposes of these calculations LN shall not exceed the V laying height of the fitting in question. Laying heights are tabu-y lated in Table 4.1 Input Data Used for Generated Design Table. It was determined that the reduction in available laying height (due to cutting of the fitting to fit the contour of the run pipe) did not affect the LN value. The calculated value was always smaller than the reduced available laying height of the socket welded half coupling. 3.1. 6 Stress Index Restrictions on Branch Connections Section III places certain restrictions on branch connections in order to assure the validity of the stress indices of NB-3686. Special Indices must be developed independently for branch connections which do not meet these criteria. Note that (c) must be confirmed from the layout scheme. (a) Reinforcing area requirements of NB-3643 must be met. (b) Axis of the branch pipe must be normal to the surface of the run pipe wall. (c) The are distance measured between tne center of adjacent branches along the surface of the run pipe must not beless V than three times the sum of their inside radil in the longi-tudinal direction and must not be less than twice the sum of their radil along the circumference of the run pipe. (d) The ratio of run pipe near radius to run pipe nominal thickness must not exceed 50, i.e. Rr S 50 1 Tr (e) The ratio of branch pipe mean radius to run pipe mean radius may not exceed one-half, i.e. I r * $0. 5 Rr (f) The inside corner radius is greater than one-tenth of the : run pipe nominal thickness and less than one-half the run pipe nominal thickness, i.e. l l 0.1 Tr< ry < 0. 5 Tr v r - (g) The outer radius is not less than the larger of one-half the run pipe nominal thickness or one-half the branch pipe nomi-nal thickness, i.e. r2h max (0. 5 Tb , 0. 5 Tr)
- 3. 2 Duke Criteria 3.2.1 Code Of Record The Code of Record is AShE Boller and Pressure Vessel Code Sec-tion III-NB,1974 edition, with addenda through summer of 1974.
3.2.2 Types of Intersections Considered This manual covers reinforcement area calculations and stress index determination for all combinations of the following para-meters: (a) Fitting Sizes Five 6000# socket-welded half couplings: 3/4 ", 1 ", 1 -1/4 ", 1 -1/2", and 2" v Six special welding besses: 1/2", 3/4 ", 1 ", 1 -1/4", 1 -1/2", and 2" i Three special welding flow orifice bosses: 1/2", 3/4", 1". l (b) Pipe Sizes Seven schedule 160 pipes: 2", 2-1/2", 3", 4", 5", 6", and 8 " Three schedule 140 pipes: 10",12", and 14" (c) Materials l Pipe: SA-376 TP304 i SA-312 TP304 SA-316 TP316 Fitting: SA-182 F304 (d) Design Conditions Three temperatures: 600 F, 650 F, and 700 F. V
3.2.3 Design Manual Assumptions V The following assumptions are made regarding the various types of fittings used for form the branch connection: (a) The angle of attachment is 90 . (b) All welds are full penetration welds as required by ASME. (c) Fitting to pipe combinations which fall to satisfy the re-quirements of NB-3683 are noted and design pressures are not provided. 3.2.4 Nomenclature A list of nomenclature showing relevant symbology and cross references ASME and computer program parameters is pro-vided on page 5 of this report. V U
4.0 INPUT DATA V 4.1 Data Used for Generated Tables Numerical data used to develop the design tables in this report comes from the sources listed in the section 7.0 references. 4.1.1 Data for Fittings Cross-sectional data for the three fittings considered on this report are listed in Figures 2.1 through 2.3. Reference for the special welding boss is MDG Engineering Standard MDG-ES-2 (Revision 0) and MDG-ES-3 (Revision 1). Details for the 1/2", 3/4" and 1" special welding flow orifice bosses are taken from CN-1680-3 (Rev.2'),
-4 (Rev. 2) and -46 (Rev. 0), respectively. Half coupling dimensions come from ANSI B16.31 (1973). Material data for SA-182 F304 is from NA Appendix I of ASME BPVC Section III (1974) and is listed in Table 4.2 at design temperatures of 600 F, 6500F and 700 F.
4.1.2 Data for Piping j ANSI B36.19 is the source of cross-sectional data for both run pipes and branch pipes. Figures 2.1 through 2.3 IIsts the values used for V outside diameter and nominal wall thickness. Minimum wall thick-ness is taken to be 7/8-ths of the nominal wall thickness based upon the ANSI Standard. Design stress intensity values for SA-376 TP304, SA-312 TP304, and SA-376 TP316 are listed in Table 4.2 for design temperatures of 600 F, 650 F, and 700 F. The listed Smvalues are exact for the 304 materials and are slightly conservative for SA-376 TP316. 4.1.3 Miscellaneous Data The applied corrosion allowance of 0.00 inch is specified in refer-ence 8.0. All calculations are performed for right angle (90 ) branch-to-run intersections. Section III specifies a value of 0.4 for Y. v
~ _
4.2 Input Data Development for Additional Tables V Application of the CLIBIC program requires that data be prepared for pipes and fittings under appropriate design conditions. Computer input card decks must be prepared according to the following guidelines. Data " types" noted in the guidelines are: I Interger Integer data only, right-justified in the card column data fields R Real Data may contain decimal values and may appear anywhere in the card column data field A Alphanumeric Test data. Any characters may appear anywhere in the card column data field Control Parameters Card - first card of the data deck: Col. Type Units Data 1-5 I . Number of fitting cards. g 6-10 I Number of branch pipe cross-section' cards. 11-15 I Numer of run pipe cross-section cards. 16-20 I Number of fitting material data sets. 21-25 I Number of pipe material data sets. Miscellaneous Data Card - one card which specifies the following informa-tion: Col. Type Units Data 1-10 F in Corrosion allowance. 11-20 F deg Branch-to-run intersection angle. 21-30 F Y (typically 0.4). 31-35 I Stress index flag. If non-zero, stress indices will be calculated using the formulas given in Table NB-3682.2-1 L
Fitting Data - one pair of cards for each fitting to be analyzed: V Card One Col. g Units Data 1 -5 I Fitting number. Must be sequential beginning with 1. 6-15 A Branch size (3/4 in. ,1 in. , etc. ). 16-25 A Fitting Type (SWB, 6000 SWHC, etc.). 26-35 R in. Outside diameter. 36-45 R in. Nominal thickness of body. 46-55 ~.R in. Minimum thickness of body. 56-65 R in. Laying height, from run pipe surface to bot-tom of fitting socket. 66-70 I Enter 1 if fitting is any kind of special weld-Ing boss. Program checks for run pipe OD 58.625 in, and run pipe ne 10.5 in. 71 -75 I Cross-section number of branch pipe attached to this fitting. 76-80 I Material set number of branch pipe attached to this fitting. Card Two Col. Type Units Data 1-20 Blank Branch Pipe Data - one card for each branch cross-section: Col. Tm Units Data 1 -5 I Branch cross-section number. Must be sequential, beginning with 1. 6-15 A Pipe size (3/4 in. ,1 in. , etc. ). 16-15 A Pipe schedule (SCH 160, XXS, etc.). 26-35 R in. Outside diameter. 36-45 R in. Nominal wall thickness. 46-55 R in. Minimum wall thickness. If blank or zero, v will default to 0.875 (tnom)* i
l Run Pipe Data - one card for each run cross-section: V Col. Type Units Data 1 -5 I Run cross-section number. Must be sequential, beginning with 1. 6-15 A Nominal pipe size. 16-15 A Pipe schedule (SCH 160, XXS, etc.) 26-35 R in. Outside diameter. 36-45 R in. Nominal wall thickness . 46-55 R in. Minimum wall thickness. If blank or zero, will default to 0. 875 (tnom)* Fitting hiaterial Data - one card for each fitting material followed by the appropriate number of cards specifying appilcable material names. Col. Type Units Data 1 -5 I Fitting material data set number. Afust be sequential, beginning with 1. 6-15 R psi Stress intensity, Sm-16-25 R OF Design temperatum. 26-30 I Number of applicable material names which follow. Appilcable Fitting Afaterial Names - number of cards as specified in col. 26-30 above to identify the material data set: Col. Type Units Data 1 -5 A Blank 6-80 A Material name (SA-376 TP304, etc.) y.
Piping Material Data - one card for each piping material followed by the V appropriate number of cards specifying appilcable material names:
, Col. Tm Units Data 1 -5 I Piping material data set number. Must be sequential, beginning with 1.
6-15 R psi Stress intensity, Sm' 16-25 R F Design temperature. 26-30 I Number of applicable material names which follow. Appilcable Piping Material Names - number of cards as specified in col. 26-30 above to identify the material data set: Col. Type Units Data 1 -5 Blank 6-80 A Material name (SA-375 TP304, etc.) V i I D
- 5. 0 PROGRAM OUTPUT DESCRIIYrION V
A listing of all the data input into the program is initially provided to the user. The area reinforcement results are then presented in a tabular format for each run pipe size, schedule, and temperature input. Appendix B contains the computer output in a tabular form. Pipe and fitting material are listed at the top of the page. The run pipe size, schedule, aver-age wall thickness, minimum wall thickness, stress intensity, and maximum allowable pressure are for the specific run pipe shown. The first column lists the branch size, the second lists the fitting type, the third lists the nominal wall thickness of the fitting, the fourth lists the minimum wall thickness of the fitting, the fifth lists the allowable design pressure for the branch connection (with no increase in r2), the sixth lists the design temperature, the seventh lists the limits of reinforcement, L ,Ameasured along the mid-surface of the nominal wall ~ thickness of the run pipe, the eighth lists the limits of reinforce-ment, L N , measured normal to the wall of the run pipe, the ninth itsts the minimum, r2, the tenth lists the required r2 value for a design pressure of 2,500 psi, the eleventh lists values of4Rm x T usedr to check spacing criteria, and the last column lists the maximum allowable pressure of the branch pipe. V v
- 6. O SAMPLE PROBLEh_fS
%s Enclosed are six sample problems which serve as verification of the program.
. Each problem was performed using hand ' calculations and CLBIC.
i 1 0 1
- 7. 0 REFERENCES V
- 1. ASI B16.11-1973 Forged Steel Fittings Socket-Welding and Threaded.
- 2. ASI B36.19.
- 3. Duke Pbwer Co. h0G Engineering Standard No. MDG-ES-2 Rev. O General Details Special Welding Boss.
- 4. Duke Pbwer Co. hfDG Engineering Standard No. MDG-ES-3 Rev.1 Application Details Special Welding Boss.
- 5. Duke Power Co. Drawing MC-1684-00.00 Rev. 2 Special Welding Flow Orifice Boss.
- 6. ASME Boller and Pressure Vessel Code Section III1974 Edition with Addenda through Summer of 1974.
- 7. Duke Power Co. Specification CNS-1206.00-2.2 Rev. 7 Specification for the Procurement of Power Piping.
- 8. Duke Power Co. Specification CNS-1206.02-1.0 Rev.1 Design Speci-V fication, AShfE Section III, Class 1 Piping.
Additional References for hicGuire
- 1. ASME Boller and Pressure Vessel Code Section III 1971 Edition with Addenda through Winter of 1971.
- 2. Duke Power Co. Specification MCS-1206.00-2.2 Rev. 28 Specifica-tion for the Procurement of Power Piping Systems Materials and Components.
- 3. Duke Power Co. Specification MCS-1206.02-1.0 Rev. 7 Catawba Nuclear Station, Design Specification, AShfE Section III, Class 1 Piping.
- 4. Duke Power Co. Drawing CN-1680-3 Rev. 2 Special Welding Flow Orifice Boss.
- 5. Duke Power Co. Drawing CN-1680-4 Rev. 2 Special Welding Flow Orifice Boss.
G. Duke Power Co. Drawing CN-1680-46 Rev. O Special Welding Flow Orifice Boss. t ,
s Data Sheet for Sample Problem - 1 Design Conditions Nomenclature V To be determined P Design Pressure (psigg Design Temperature (F ) 700. T Duke Piping System Classification A Temperature Factor .4 y Branch Nominal Size (in.) and Schedule }" SCH 160 Nominal Wall Thickness (In) .187 Tb Minimum Wall Thickness (in) .164 tmb Outside Diameter (in) .840 Dob Corrosion Allowance (in) 0. 0 a Material SA 376 TP 316 Design Stress Intensity, Sm (pst) 16.300. Sm Fitting Fitting Discription }"SWB Nominal Wall Thickness (in) .531 Tf Minimum Wall Thickness (in) .499 't mf V Outside Diameter (in) 1. 5 Dog Maximum Laying Height of Fitting (in) .654 LN (max) Corrosion Allowance (in) 0. 0 a Material SA 182 F 304 Design Stress Intensity. Sm(Psi) 15.900. S m Run Pipe Nominal Size (in) and Schedule 14" SCH 140 Nominal Wall Thickness (in) 1.25 Tr Minimum Wall Thickness (in) 1.094 t mr Outside Diameter (in) 14.0 D or Corrosion Allowance (in) 0. 0 a Material SA 376 TP 316 Design Stress Intensity, Sm (Psi) 16,300. S m
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s Data Sheet for Sample Problem - 2 Design Conditions Nomenclature To be determined P Design Pressure (psigg Design Temperature (F ) 600. T Duke Piping System Classification A Temperature Factor .4 y Branch Nominal Size (In.) and Schedule 2" SCH 160 Nominal Wall Thickness (in) .343 T5 Minimum Wall Thickness (in) .300 tmb Outside Diameter (in) 2.375 Dob Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Pst) 16,400. Sm Fitting Fitting Discription , 6. 000 #SWHC Nominal Wall Thickness (in) .735 Tf Minimum Wall Thickness (in) .725 t mf Outside Diameter (in) 3.159 Dof Maximum Laying Height of Fitting (in) 1.625 LN (max) Corrosion Allowance (in) 0. 0 a Material SA 182 F 304 Design Stress Intensity. Sm(Psi) 16,400. S m Run Pipe Nominal Size (in) and Schedule 4" SCH 160 Nominal Wall Thickness (in) .531 Tr Minimum Wall Thickness (in) .465 t mr Outside Diameter (in) 4. 5 D or Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity. Sm (Psi) 16,400. S m Case Number Two 2" 6. 000 *HC on Duke Power Company V " ' ' " 4" SCH 160 Catawba JOB NO.
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M. T , EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCOn CAllF@R901 A @4D@6
Data Sheet for Sample Problem - 3 Design Conditions Nomenclature To be determined P Design Pressure (psigg Design Temperature (F ) 650. T Duke Piping System Classification A Temperature Factor .4 y Branch , Nominal Size (in.) and Schedule 3/4" SCH 160 Nominal Wall Thickness (in) .218 Tb Minimum Wall Thickness (in) .191 tmb Outside Diemeter (in) 1.05 Dob Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Pst) 16,100. Sm Fitting Fitring Discription 3/4" S WFOB Nominal Wall Thickness (in) .688 Tf hiinimum Wall Thickness (in) .656 t mf Outside Diameter (in) 1.75 Dof hiaximum Laying Height of Fitting (in) .794 LN (max) Corrosion Allowance (in) 0. 0 a Material SA 182 F 304 Design Stress Intensity, Sm(Psi) 16,100. S m Run Pipe Nominal Size (in) and Schedule 6" SCH 160 Nominal Wall Thickness (in) .718 Tr Minimum Wall Thickness (in) .628 t mr Outside Diameter (in) 6.625 D or Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Psi) 16,100. Sm
. Case Number Three 3/4" SWFOB on Duke Power Company V " '
6" SCH 160 Catawba JOB NO.
"'""' 'f ** J T P l "' O - L Ol" ' VD(i l "' I I$0/11*
l '"'~ /
@ -20e -
O ; I. N D~ $bk'$. $ {b] & OlfElh& d T l y de 4 .1%T,- No AREA EaWForsq r.espap dp = pq - 2.Tj = 1. 750 - 2(. 686) = . s74- l Em- (b - Tr') / 2 = (6.629 .7/8)/Z = f. f64-
.2.t(z.e+) (.7iec = . 291 4 . 374
."o Af.sA retMForze/wNT gegdieep forc Tais cotei4ATiord
- 2. M6- $686. l (e) F' EQdige#stJT rL & O.5 cccs cTgess INpidE6 /Ax' es. Oso Rm rk -lDs- TQl2 = (l.03 215)/2 = 416 gm = 1.%4 rklRn=I4I&.5 V Jo GDPE elicEss IMpices AA't' ec d56D
& /AA%I/ALl/A CTCAl6H] @fE MD prfitM6 ff_secaps.
P = 26m (L -i) EQOA]IOd (2) ff0h MB- 364l. l Do - 21(Am -a) (of u' Mi 160 A} 660 F ANr> /AATepAL 6A-376 799 6 m = lb,l0 0 f'b1 f = 2(Ih too PstY h2P>- Oh = 5303 f61 JS fr-obCAk VALd6 6.'6 29 - 2 (.4) (. G ZB -o) q= 35o4 fbl .
"'" d/ff_MhMQged.- ?/ "4ov/ Fos " ' " '
D uks Pc-ee G ,,,c ;s > on1 M' +CM l 1,o d A 7AwAA JOB NO J7[ l / -Ja- 7 ) l * ( l'lif)Ol11 l S" 2 U' S EDS NUCLEAR: 220 MONTGOP ERY ST. . SAN FRANCISCO. CALIFORNIA 94104
%.* I $. b0 .
I v (Ofs 9/4" 6V/F08 K 600"F At4D /MT6fJAL- 6A-182 f00f
% = 16,ioo fs1
% = 1. os o b c .111 (cf.
%"coMWecp@
ccH 160 Pi P 2(Ik100 Pc@l.19l-o) = 6855 Vs. fr469wA VALUE I.oso - e(. 4X.19 l- o) ,
, op 6844 PI do ROM fife V/ALL TMidErd665 16 Ll//JTiM6
/h4t/ABA 711cEN695 cf 6V/ fob f?64dlE6D lo
-tm = Pd + 2a CA + FY) egoApoq (s) (coas 2(sm + Py -e) raeru41,1 d - Dog - 2(Q 'l.75 - 2(.66c) ,4 38
-L = M04 (. 438) 4 o = . ocli 2 (IL,1oo 4 . 4 ( 33o4)- 5504) v
- 4. L.I/Asf6 0f f&QfCflBjjf,Q~
Pat fire .. . dr = Dg - ZCTp) = . 374 LA = seAges. of d{ + Tr + T4 = .181 +. 7/8 +. 688 = l.tf 5 L4m I.59 3 v's FRO 6EA/A VALDE Of I.$93 8mMSI Pre . L,4 = . 5 4 (m T4 4 .6 Q em = (og - T.D/z = (l.7e .6es)/z = .es1
- edbb OM kM CA T&JEA JoeNo d(( // -3,. 7 7 l " \fd l ^"\lf%Qfjj " "
l 3 '[ EDS NUCLEAR: 220 P ONTGO ~ST. . SAN FRANCISCO, CALIFORNIA 94104
Q: 1 T4 /t =.Ges/z = .s44
/AINt/Ad/A (1 = bgSATgf Op v Tdz msl2. ,ss9 r1 = .seg vs gD6EA/A VAWB Cf . 867 Lg = . 5 N (.531)(.ge) + .6(, seq)
=.482. V5 fgo6cA/k VALufE. cF 4 87---
- 5. AGA ceQuiceo, A%, h6Fcd6AEEA AVAILABLE Ag ,q = d -E- ( 2 - ek0 d)
= .438 (.628)(L - sk 90) = .27 5 ig+
A+A i z = 2 Lu (.Tg - id = 2 [ 4 81)(.Ob .oSiz) =.d3 A s = (2. La - de) { Tc -t m) = @ (I.s9 Q .3 79) (.716 218)= o.o i CEsibM f7E6'MdpE RAc CEEd d6LB4T6D sh! VIAT T+1E v gdNI fifr:- HA5 rdo ADDITIONA L Felt 4fCC(.EA.6tg AccA AVAtLAE>LE , Ageq 4 A i+Az + A3
- 6. 40 peegc6 BCAd64 ALLOY /ABLE Dest 6d fgsesdge.
61466 TH& AVAt LASLE AREA IC bCEAT6R T W THg. KE40tcED AfEA THe A v/1LL fgAF'0u AM ALLW/Aecs Ft+16t4 - PMS fQdA L TO qME]gdtQ fI(16 fCt&&Of4 0f b$0L- (b1 I i
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l&OIAl*2QOff6 D vHE Pc u n e Cepyy C A TA wE A JOB NO.
** 17p l D*" ti- 3s - 79l"* ytz--( l**";gj9ohq '"""*-
lsnr y or ,-
, -20h -
EDS NUCLEAR: 220 MONTGOMERY ST. .' SAN FRANCISCO, CALIFORNI A 94104 N
(.i I l ! i 2 I l
- 7. /WNAd/A. fC%ItEE frEsddpE A4r2 WQOtrEP' K 1
; i i Cl4M TIE AVAll ACLE AfEA (C OC6AT66 $%Q THG ff40trED AEEA T+ti- cot 44ecpord 16 U f 616 M E.D f0fC T>E AAW d/A @uS fRc560m y/WU-l is TR^T PF THE W f* . F6&^ of- $304 f>I THe-k VALdfE I Req icep foR A C6616Al fAed$L71: Of
!Z900 DEfrAtiLT> To Tac /^rdina/A FAold6 A650c4ATeo
;V/iTt-l TH# ; 6 Trees iMpic es, ce_. , T9e . 359 r4 - ,
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PROJECT Dvkr h og e Oe.,.pg g y
" /
JOB NO.
"'""~
J 7'P l "' //-d < - 2 7 l" VR-(' l "' illSch1 IS"' f ' ('
.T, -20l-EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCO, CAltFORNIA 94104
s Data Sheet for Sample Problem - 4 y_ Design Conditions Nomenclature To be determined P Design Pressure (psigg Design Temperature (F ) 700. T Duke Piping System Classification A
, Temperature Factor .4 y 1
Branch Nominal Size (in.) and Schedule 2" SCH 160 Nominal Wall Thickness (in) .343 Tb Minimum Wall Thickness (in) .300 tmb Outside Diameter (in) 2.375 Dob Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Psi) 15.900. Sm Fitting Fitting Discription 2" SWB Nominal Wall Thickness (in) .969 Tf v Minimum Wall Thickness (in) .937 t mf Outside Diameter (in) 3.625 Dof Maximum Laying Height of Fitting (in) 1.341 LN (max) Corrosion Allowance (in) 0. 0 a Material SA 182 F 304 Design Stress Intensity, Sm(Psi) 15,900. S m Run Pipe l I Nominal Size (in) and Schedule 8" SCH 160 Nominal Wall Thickness (in) .906 Tr Minimum Wall Thickness (in) .793 t mr Outside Diameter (in) 8.625 D or Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Psi) 15.900. S m
"'" '"E"'
- y. Case Number Four 2" SWB on 8" SCH 160 Duke Power Company PROJECT C3t3Wg3 JOB NO.
**4Tp ^'E "E""- '
lDE y - 3 o "P) lC
- VK-f l lll$0/17 l 5"'- l 9 l
E. .T a6w
e 1 i
- l. @- 9646. M) r-cQolgsardf V . . dg 4 .2 TGTr Mo Ag6A CEM4ppcfAeq filp{rJp de - pof - 2Tp = s.6zs - z(.964) < l. 6s7 ei =(n -r<)l1 = Le.bt6 ,4063/t = 9.899
[ . 2 N(7 854)(.%) = .374 L 1. 687 i oo Af6A f4iM@l%64Wd'~ fD$diffD F Tate coreiMATiota
- 2. 116- &bbb, I (c) CtgatecksMT rL A o. 5 code
- TEE 55 [NB(69 /M SS 0589 u '
~ ~~ ~ ~~
r6 = (% - Ts)/2 = (7.519 ,s43)/z - I.oI6~ Em=3.897 v 6gm = .243 L O.5 - po GOCE 6[f7ft> /MDIGC5 / BEE ho 3. s>oALVA ercAi6HT Pf5 4"D f@"o P'eeeere i P= 2 % (tm - a) e4UA%Dd (f) ffo/A NB-364l Po - ZTC A - a) (cf. 8"'pMI 160 A'[ 70Cf f AND //ATmAL 9A-376 'Jf'90h
% = 15,900 Pol i
. i f = 2 (I5,900)( .193 - O) =.9g56
_ b. fcrbrgA \/ALda of plSS
, 8.629 - Zl.4)(.715-0) l
'"" S%F / MLvWA sh ic - 7" w/6 od '"'"' Rh'd h/gf cD.
v A" ScH'ILAn ""6ATAyleA ' JOB NO I" " "
~ VK~I l ^" l1/60/17 l" JTP l ^" (1/3c /0 l'" t ' 6
-20k-EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCO, CALIFORNIA 94104
- s.
- I s ! : s I i i t I '
- 3. lAJ'T.
' fog 2" 6WB . Af 70cfF blp #AT6pA L SA-18Z F*of-
?
% =I5.900 f55 ! i i .
Gk-f.919 M = .300 (cg. (alr4c4f4/a 2466H 160 pp i f, Z (19100 foi)/.900-0) = 4-66 s. PEA /A VALUE Cp 4f70
- f. 979 - 2 (.4)(. Soo-o)
I f Jo p)N fife v/ALL Ti416p4E55 15 u/^2TiR6 AldVAd/A pit 6Et4EW) of 6V/f> F6QdlC59 Id
!-tm - Fd + 28 (h-tTP) satiATica (e) Mr3-set) 2 (h t ? -P) d = ng (Q) = 9.626 - 2 (.'l51)-I.16l 9155 (I 750 + 0.0 L = 2 (I9,90 +.4 (sips)-3IM)=.147 v
- 4. u/Alfo of F6WFG%e/AcWT h! pfte r i dr = pag - 2(Tg) = 5.626 - Z(.969) = l. 687 LA " M EF of .
@f0 t Tr + Tg = .644 -1.106 -I.149 - 1.7/$
i LA = 2 7/7 Vs fCabfNA. VAUE Of f.7l'7 ur - (uA -dg)/2 = (2(z.m)-I. bs,)l2 = t.s7s l . W W VI l
; Lg
- 97rm Tg +- 6f.t i
em - (pot - T 4 ) g - 9 4 % 1
.168)/2 - 1.323 t .
tM' A MdlM*f(' fMit ~' baYE h DEV C0 O O 4 ~r A W k A JOB NO.
" \lk'~f' l 11/40/11 I" 3TP l 11/3r h1 15"'- 3'6
-201-h.T, EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCO, CALIFORNI A 94104
- ) 1 I l '
4./fN'T.' # i I y i T4 /t = .469 /2. = . 4r 5
#JN!/ALV4 __f2. ? bfEAT6K cf b fr/t - 406/t.=.4%
i rz=.%9 i !
- e. PED 6gus VALdts. of: ,48 6
_ . - . _ Q = . s V (l.sze)(.9s) -t . 9 (.e9) I
; i = . 8097 vo (coor4/x VAuJa. cp . M
- o. vea reagireo,% , vegas ereA AWM A ,q -Jtr (f~
- c0
, = l.19i ( 710)(2- Sh 40)
A 4 At .
- f Lt .i(Te - Q = 2 ( 8c1X1H ,147) < /.14y i
v AN A3 - 2 m C rc -tA = 2 0.87eX.79 .713) = o lo 6 CAW +1 Aun//AC6E. fF6164 f2WdpE b Mr.0Lut46
- 6. @ abree ScAfdal AU.OwpE CEct6td pgg
% - s t, ;
j d = 1.761 , P4 + l fa (% + TP) t - . Z (b -t MT' - P ) l l i l A g,.a = A , ! + A z. +; A3 .
~
A , + Az = 2 ts (Te - 4) ' l l <NLta " Tg ' - ( PJr + 2s (% +TFT I _i 2 (% + 1P - r ) L l >
"'" h MO/A9$ ('2234 '" DJM 9N/sc (E enaster gg -
EEV. i zis M VK'I "JTP " 2/(, /78 ' " "
" W-1 '" iilso#7 "'JTP ^" Ilho/n F"' 4 ' 6 1, -20in -
EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCO, CALIFORNIA 94104
; r f f I i b COM'T. .
i ' V A3 - 2 XL3 (.f m ,- fr) ,
'2XLa %, - ( Pd< + 2e (% +1Ph' i
I
\
.z (N -t TP - r) L a = o.o __.I _. .._ _ .
dpfd< Pds Pdr 1 tmr Tn 4 2XL3 zA4f-P) '- 2 LJ 'z(w41r-r)_ L 2(%4Tr-r), Chfd r " 2b N II(bt?4')- f Phl t 21LA 2.hr (6m471) - fdr l = 4LWTe (% 4Tf-P)- 2Lsfd' f + 4%L A tme(sm+TP-P) .- RLa
= 4LaTr% + dLaTpTP- 4QTg 7-2Lafd;
- 4tlaLr.6m
+ 4A brYP - 4XL3 brP - 2%f'Jr P(4de -4LsTg;f + 4LsTg +2Ld4 - 4YLab/f + 4yt,% + 2Vld)
" 4 Late N + 4Xta b b v
9=. 4k% % + AYLa-tw % d Fdr ~ 4L NP T T T 4L NTe + 2Lsd,( - 4XLgtf y 4 4%%r t24d r
~
l
.= 4% ( Late 4 YLa tn d l
dder - 4LgTg (T - 1) t 2 La d4 - 4XL3 b (,T-1) t ZX ttdr 4 (16400){( . 964 ) { .804) + ('7T5) (l. 819)] U.%)(7.oM) -4(.8c4)(.9b9Q-I) + 2 (.809)(i.76I)- 4(1,819)(. 7%)(.4-s)
; + '2(/.875)(7.oM) l f :3.072. v's. fawr_AA, VALdE Of 307Z l ! . . :
; ! l !
I ' l 1
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""' rmre ev/er m PROJECT JOB NO-
'" v t1' P'"lilcol11 I" -JTP F^" n/so /n F"' 6 ' s EDS NUCLEAR: 220 MONTGOMERY ST. + SAN FRANCISCO, CALIFORNIA 94104 l
w Data Sheet for Sample Problem - S Q Design Conditions Nomenclature To be determined P Design Pressure (psigg Design Temperature (F ) 700. T Duke Piping System Classification A Temperature Factor .4 y Branch Nominal Size (in.) and Schedule 2" SCH 160 Nominal Wall Thickness (in) .343 Tb Minimum Wall Thickness (in) .300 tmb Outside Diameter (In) 2.375 Dob Corrosion Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Pst) 15,900. Sm Fitting Fitting Discription 2" 6. 000 #SWHC Nominal Wall Thickness (in) .735 Tf v Minimum Wall Thickness (in) .725 t mf Outside Diameter (in) 3.159 Dof Maximum Laying Height of Fitting (in) 1.625 LN (max) Corrosion Allowance (in) 0. 0 a Material SA 182 F 304 Design Stress Intensity Sm(Psi) 15,900. S m Run Pipe Nominal Size (in) and Schedule 12" SCH 140 Nominal Wall Thickness (in) 1.125 Tr Minimum Wall Thickness (in) .984 t mr Outside Diameter (in) 12.75 D or Corros;on Allowance (in) 0. 0 a Material SA 376 TP 304 Design Stress Intensity, Sm (Psi) 15,900. S i m Case Number Five 2" 6,000 #HC on Duke Power Company 12" SCH 140 Catawba JOB NO. 8' JTP l ^ I i - 2 g - 7 j '" V k' "'""~ ' l O/60/17 P"' I 6
'. , .i i
+
i I
! L i
/. NB- #43. $ (b) FEQdiR>/6MT dp. 4 0.2% R'mTr 14 0 ACEA g&Udf0TLE//Et4T lCEQ6tcED de = Dg - 2T4 = 3.151 - z( 730) = l. 681 d = (ou - T<)/2 = (/zS9o- I /20/2 = 5 sis l _ .
.2 D (5.812)(l.I25) = . 5Il 4. l.689 o', Af6A fasyoptE//f# gEQd1EED fot T4t$ 60'cWATrod l
- f. NB- 9686,l (C) ffGdifE/A64T .
S 4. 0. 5 coce *TC6% lapices /mq ee d$ep Rm r6 = ( Do g - Td /2 = ('t.676 ,345)/2 = /.o/6 Rm = 6. 6 I?- , V
$ = . l 15L O. 5 Cm oo C. ODE c5% IMPf655//AT EE d5cD 9.
dA%l/ALVA cfRAlbH} Ptf'E AMD { lTTINl.a fC5'20fJE 2 5- ( L - al p_ i Do - 2T (.tm -a) Fof 12" M I40 AT 7oo t= Auo /^^TcfJAL 6A -374 7F30' l %d I5,400 F%L ; f?: 2 (15800)(.984-0) = 2 bib Vp. fCDbrAIA.VA1.L% q Zbl]
/z 15 0 - 2(,4)(.18f-o)
I ! ! !
'"" um acuse c%% - 2" 6cccP'a c. oJ
"'" rw.a povmc to
. I 2 -s cM Ian " '"($4vidA JOBNO
vict I '"u/soh1 I" .rre I '" v/u/,3 ' " " " - 15"'- t'6 h ' EDS NUCLEAR: 220 MONTGOME Y ST. . SAN FRANCISCOo CALIFORNIA 94104
k .I I i i .
' i
- 6. coM'T. I i
[0% f" 600D 4-lC. A} 700 f AMD /AAT6flAL 6A-18E F9a4 i 6m = l.SffOO FBI. l Qo:2.619 =,$00 fo g (LM H El{stf(2 2" 6&4f lbo f>gfg
! 2[l5,400)[.600'0) f = . 4468 6. ffDSf'Af4 VAU.k' of 44'l O f.3'l8 - 2 (.+)(.300-0) por o"o gud rip v/AL Tamwh is u/xqih
/ht41/nVA V/Att TdicPAC4C of booo# (#_ gequicep t$
-t m - Pd + 2a (% + 1h '
2 (% +YF'- P ) I d = Dar - 2L) = 3.199 - 2(.729)= l.701 { = (2 b lD(l.'IbT) , 15gj 2 (15,9oo -t .H26i7)- 26ia) v
- 4. Ll//JTC Of f6ft Offf/AEt 6 Rord fife de= Ry - 2Tr = l. 6 89 LA = NTe@ of (4/2) + T, A Tg .b% t 1.116 4.45 6 = 2.105 LA = f.709 6. ft206EA/A VALUE Of 2.703 XLA - (Z Lg - dp)/2 = T(,2)(7.706) -/.b8'7)/2 # / 8Sl l
OfMChif'If5 : Lg = 0.6 T rm Tu . -t 0.6 rt rm= (94 - Ti)/2 = (s. lei .7se)/2 = l.zis. < j ,
'"" cAce M&mee mus
~
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PROJECT ' JOB NO. . "' vict I '* i 1B0/11 I" .J r F I^"oh,h, l'" 9 ' 6 EDS NUCLEAR: 220 MONTGOMERY T.
- SAN FRANCISCO. CALIFOnNIA 94104
t
- i. ! !
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- 4. doW'T. ; I i
v I i
.. . _; _ _ _ .% ". J7M I .!__..._._i
; 1 TTp/2.
... 9 7e/z . B68 I
r = 6erATec. oE i (T,./z = 1.125/z " . 349 i .
, . Lu = 0.6WI112)(.7s37 4 p,s (,542) = . 733 6 fl'o6cA/A VAu3E cy .753
. i
- 5. Af6A 9Eadicsp Vffredt /geA AVAILABLE A, = d t r (2- % oQ -
= !.101(,"84) = l. b8Z. rd Ai + Az ' 2 Ls ( Tg -f m )< 2 (.763)( 759 ,Is4) = .872 A A3 = z YLA (TE -bc) '2 6 8Gl)(.1/4 ,48+) - o A% ? A, + A t +A 3 v
/o 8CAMcH ALLOV/AOLE Etttb4 yfra l'y (DNT2'tir4L'
- 6. To necce fndGI AuoWABLe 25161 freidge
, (ffE 6Ath NLiv@ fa3K (Cf. Q/ENT Cf QdATioW EEtrav')
p 4 4 m ( % l.a + b YLA h dr.J, - 4LsTp (.4-1) t 2 Lad.p - 4 XLA tm,-(.T-1)4 2yLAdr 4 OsgooN.156)(.hso) + (434)l/.869$
, (l.11)(lo.78)- 4 (,7e)(,7%)(,4-1) + 2(.7%)(Ic71)- 4(l.6%)(,1s+)(.4- i) l i+ ZO,g6s)Oo.78)
=- 2264 t/s. p'A*A/A. VAnde h 2Z69 ,
i ;
"'" / # E 9 Wf5 & SI n/s. 8
'"'"' TAh vo//EC m.
PROJECT ' V up REV. I gg 61 g7gy 37p p 2/6/7F- ' " " '
"' VK1' t 1/60/11 "~JTP I sc /n l 5"' 4 ' 6
U i i ; i I , 7 R$ CME Kg, DE4dlEEO fog A TZcib4 FEE'XdpE of 290D p1 y , ,
. d.g 4 .. j _
.- . _. ] Am Ltm =. E'+2a(sA+TP)!
i
.Z (Sm + TP:- P') >
i j i
;Ageq = A , t A .2 . + A 3 i ; ~
A+Ai t = 2 La (Tf - -fy.)
+
l = 2[.6hT4 +. 5 zr [(74 - % -t 2a (b +YP) } ztsm + 1r-e) A jA 3 t
- ZXLA (ime - tr) a !
= 2 VLA(L - pd y -t 28 (% 4 TP) 2 (5m d TP - P)
B = 0. 0 dt fdr ' IJ 4 y Z(% + TP-P) - 2 ($ WmTh 4 2'II)(If ~ 2 Sm + TP-
+ 2L3 (fmr- - PL Z(b -t TF-e) d4 Pdr - 2T 4 (% +Tf-f)(Nr m T, 4 rz) - Pd;(9r;JTc tri)
' + 4 XLA ;Evne (% + TP - P) '2XLA Pdr z9 (+m + ye- e)Nra, -m)- e4 (9 rac 4 zr ) =
d4Fa r + 2A Pd r - 4 xta-6mr (6m -t ?-p) (mT4 + A.)(2T 4 (si+ Tr -r)l-P4) y . I .
-.;drP(df -+ 2 Y LA ~ 4 bb(b *If ~ f) i (2 = Wr P (dc + 2 %) - 4 % tmr (% + ye>-P) _g i
! z r# E 4 te-e)- vaz
" l1' 66 blLVWeg_41J2 DLWE. @ll9e (D v i eno;ter g
'*"*~
cel t &s B1 VL'.4 " JTP
- 2 / 6 /1 b "'""~
VR.T "' i t /90/11 "~JTS "' W F - l'" 6 ' 6 g' -20's -
1_: \ l i :
- 7. lDM'T.
. fg = 00.76)(2500) {l.11 + 2(189)) - 4(l.8l6)(,484} fl+1oo t .4(t%}-7 so:
2 {.4bb)(19900 + .4(2500)-2900)- 2500(l.11) l ! I j 1- 1 0,az)(a3 5) l I = 1497 V6. ftDb?Alk.\Au% l of l 499
. i ;
i V 1
! 6 i
!; l 6 6 W LV/ M s FidC " WM Mg to.
l
- i pao;ter g g JOB NO.
" Vl/Cf' l Ii/9/11 I" JTF ' '
l ^v/sc4 > 15"'- I, ' (, T -26t-M, EDS NUCLEAR: 220 MONTGOMERY ST. . SAN FRANCISCO. CALIFORNIA 94104
s Data Sheet for Sample Problem - 6 Y. Design Conditions Nomenclature To be determined P Design Pressure (psigg Design Temperature (F ) 650. T Duke Piping System Classification A Temperature Factor .4 y Branch Nominal Size (in.) and Schedule 3/4" SCH 160 Nominal Wall Thickness (in) .218 Tb Minimum Wall Thickness (in) .191 tmb
, Outside Diameter (in) 1.050 Dob Corrosion Allowance (in) 0. 0 a Material SA 312 TP 304 Design Stress Intensity, Sm (Pst) 16,100. Sm Fitting Fitting Discription 3/4" SWFOB Nominal Wall Thickness (in) .688 Tf V Minimum Wall Thickness (in) .656 t mf Outside Diameter (in). 1.75 Dof Maximum Laying Height of Fitting (in) .794 LN (max)
Corrosion Allowance (in) - 0. 0 a Material SA 182 F 304 Design Stress Intensity, Sm(Psi) 16,100. S m l Run Pipe Nominal Size (in) and Schedule 14" SCH 140 Nominal Wall Thickness (in) 1.25 Tr Minimum Wall Thickness (in) 1.094 t mr Outside Diameter (in) 14.0 D or e Corrosion Allowance (in) 0. 0 a
. Material SA 312 TP 304 Design Stress Intensity, Sm (Psi) 16,100. Sm V Case Number Six 3/4" SWFOB on Duke Power Company
* >'C' 14" SCH 140 Catawba
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N! 4
/ 2-96F9.H0) regoice/AedT .
v 4 0,Z'OR Tr .._MD AEA m4[crifmq m@sp _. .._d cle = clor - ZTc = l.75o - z(.6ea) = ,57+ ed=(oor - t)/2 = (/+.o0 - /.ze)/2 = 4.r/s
. Z'll(6 376) (/.75) . 54 5 2. ,374 i i
~
oo No AREA geltdfogcE/AsNT F540'ceo fot T+4I+ <^*WAT'ot4
- f. tJB-9686. I [e) Esquice/tsM7 c'm g o.s ; CDw sTeBob iM9ILE S /W CG OSED Km rh = (Poi, - Tb)/2 = (l.05 .7/8)/1 5 ,4I6 4 = 6.379 r'm , . 0 6 6 <- Q 5 O Nm oo (098 6[C5W \t49tC66 //Af BE L25D 9-14 THE FrobEA/A. TH6 TO DEdCf6 BCANC44 ALLOV/Ae>LE D.551/sl FEE 6cdEE MfAdt76 ~70 Tds S/Atteft /AA%I/A,d/A AMOV/Af)):
f7 Esc 6dp=_ 0F TAB F'd4 ppe Og, couMscTid/4 f 4 A 4 '.A l p p E . 4 14 fa6 FobcAA. THE /AA%U@A fo@@LE fCE66dp6 ftfAdq6 fo Tas suueg nyl/^d/A AumABL.E f2%dpE cf ple Edd 171frE. as. THe CEQomeo RZ-DepAdLT6 og. Got4HE6 To fME 668 ATE A 0F Tit 46 BCANc4 f 7'T AWD/2 Tr / 2. - T,lz = 1.29/2 =.b25 - l ,
'"" (ACE WLVAF6E 31)( - 4 3/ 6V/Fo8 oW '"" DorE ftv/fr do 14 6c4 (45 V " '" (ATAv/fSA JOB NO *\/Ky l ^" Il /9Dhf'" 1 TP l ^"l/dc/M ' " " " '
l"~2 ' Z-T, -20'v - EDS NUCLEAR: 220 MONTGOMERY ST.
- SAN FRANCISCO, CALIFORNI A 94104
8
- 8. 0 PROGRAM LISTING V .
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==attet fr(For(5).FE,n) nnin gno C PRINT LnGn 10 =RITFf6,6000) RFv,naf RFao(5,%010) a,atpMa,T,IFLAG C LnCATF start nF FupAN0aRLE STORAGE LnsterF(SinR(1))
C CALr ENn nr FIT () 15 List?eNFIT * ' C CALC Fbn Dr RRCH() LPsTennoCH+Lt , C CALC FNn nF RnN() LisTeMRUu+L7 20 C CALC Ehn nF FMATL() LasseNFwATL+L3 C CALC Fun er PaaTL()
- L5saenpMATL+La ,
C DFSET To ACC0"r00 ATE aLL Data EXCEPT MATERIAL Nah13 25 LMausl0+L5+8 CALL XRFL(LNat) C INPUT ALL Data
. . CALL DInpuT(urIT,NRRCH,NeuN,NFMATL,NpMATL,NMaTL, STnR(1),STOR(Ll+1),STOR(L2+1),STOR(L3+1),STOR(La+1),
30 . STOR(L5+13) C ENECUTE CALCULATInHS AND PRINT TABLES CALL CLICALC(NFIT,N9pCH,NRUN,NFHaTL,NPHATL,NwaTL, STOR(13eSTOR(Ll+1),STnR(L2+1),STOR(L3+11,STOR(La+11, .
. STOR(L5+1))
35 C PRINT CLOSING LOGO AND EXfT
*RITEf6,6010)
Gnin 100 900 CONTISUE CALL Fvff 40 C C rnewaTS 5000 rnouaT(1615) 5010 rnRwaT(3Elo.0,IS) 6000 FORMAT (1H1,////////// 45 . a0X,50Heeeeeeeeeeeeeeeeeeeeenne**eeeeeeeeeeeeeeeeeeeeeee. / nor,%oHe e / EDS NUCLEAR, TNC * /
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cor,90He e / 50 .
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40r,90He area RFINFORCEMENT ann. STRESS INDEX a0r,50H* CALCOtoft0NS FOR class 1 ppaHCH CONNECTIONS e / Pin AS"E 88VC SECTION 117 NB-3600 e /
. a0*e50He e /
00x,5nHe nov,PRwa PROGRaw VERSinN ,ato,3nx, two / 55 . CALCULaTIO*S PEkFORMFD ,a10,7X, twa / a0s,32He 00X,50de e /
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- EC i t DP:S cor,sowe e /
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>RITFfe,691n) en 2n ist,wr!T 15 erants,5020) (rff(leJ)eJslell) rsanstw f r (r t T ( T ,7) .E .sw 1 Flar,stwo .
. F f f f f , 7 ) s F L a,G ,
e Fif(1,101s....... 81 20
- FTT(2 1 tis........ 82 '
FTT(i,12)a0.5eFIT(Te33-FIT (t,5)+a , me!TF(6,60Pa) I,(r!T(1,J),Jat,123 20 Cn4TINur 4 C REan aun FCwu aRawcM PIPE nata 25 ao!TE(6.6n3n) nn an tal,mmeCM e cran (5,senoi (aoCM(f,J) Jet,5) gr(notw(I,5).LT.10.f-5) BBCM(I,5)so.A75*HRCHff,a) noCHit 6)so.5*(ReCw(I 33-aoCH(I,43) 30 wpITE(6,60an) I, (mech f t ,J),.f s t ,5) ao EnNTivor , C oran ann ECHn RUN PIPE Data , weITEf6,605n) nn 6n ist, NOUN 35 Dean (9,M060) (RUN(I,J),Jat,5) e IF (o JN( f e 5 ) .'L T.10.F -5) DUN (f,51so.475aaVN(1,n) ottN f t . 6 v s e.5e (Rip 4(1,31-RUw(I, a)) otsN(le 75 sScoT(RUNC T,6)aRUNf f ee)) WofTFf6,6060) I,(RUNft.J),Jst,5) 40 60 CnsTime'r C PR5 pare in EkPAND ST00 AGE FnR MATER!aLS ,; LMarst wa x-P Nwaft.en , GEan avn FCHO FITTING WATER!at Data , C C5 C INCDEasE Sfoo4GE rnR WATER!al, NAMES
=oITEf6.h2nn)
=01TF(6,6170) ,
on inn rat,wrwhTL
, pFants.ston) (5*aTL(1,J), Jet,3) 50 s_s t uf f ruaTL (I.31) woITE(A,610n) I,FaaTL(I,1),Fa&TL(1,2),L La*=aTL+1 ruaTLII,alsrtnaftt) ,
%waTLsNuaTL+ INT (FdaTLft,31) 55 L*axatuas+=etwi(FaaTL(I 31) '
. Call 2RFLfLdau) s
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1 DAGE ?
,FTu 4.6+s338 n2/07/78 13.co.e6 Sdh : ITTNE DIN;uf 70/70 n9fot
{ orant%,soAn) twatL(Jew),Jzt,4) wolfrts,6ahn) t-aTLtJ.PieIst,") 60 40 Cn"Y t %i'r 100 CnTTCUF C QFan a"o ECwn DTDE wSTFDist OATA C foroFASE SineaGF F99 *aTrovat Na=FS , upITFf6,6tto) C5 nn tan 1:1,WP= aft oEants,518PI- fpwaTL(g,J), Jet,3) LaTNffraaTLt1,5))
- wu!TFra,$ ten)'TepwaTL(1,1),pwaTL(1,2),L ,
Lev = a TL +1 . To p=aTLif,o)=rL ,aftt) wwaTL sNwa TL +IWi t Pw& TL (1,31) Learst-ax+4etNT(PaaTLti,33) CALL woFLftwax) on !?n wet,NwaTL ~ 75 orants,5320) twaTLtJew), Jet,8) wnTTEth,6120) (w&TLfJem)eJsleP) 120 CONTTNUF 140 Cn9ffNUF C
- 80 C Ew0 nr nafa INPUT ,
REftIRN C C FnowaTS . 5060 Fn0uatt%x,2ato,3Elo.0) - 85 5090 Fnowattsu,7ato,as) - 5100 rnewaftsr,2F10.0,F5.0) 5120 FngwaT(5x,7ato,a5) 5140 roe-aftsu,Fria 0,FS,0) , 5020 Foamatt5x,24to oE10.0,45,PF5.0,/,25x,2Elo.0) 90 50o0 FnewaT(%x,2ato,3Etc.0) 6000 FnematronwornNTo0LLING papawETERS // 5x,aOH httwFF D OF FITTINGS a 16 /
. 53,90w NuwkFS nr ReawCw PIPE CanSS-SECTTnNS a in / ,
St, cow N96aEQ nF RUN PIPE CRnSS-SECTIONS s th / ' C5 . Sr, sow NurqFu nF FITTING MATERIALS 16 / Sr,aOH NUwHER OF PJDF WATER!aLS a 16 / Sr,aOH CnRonSind allowance a Fe.3,5w rtN) / 5x,aOH BRANCw/20N INTESSECTION ANGLE a Fb.1,eH (DEG)/ , 5x,aOH T PaDawrTER - a F6.1 ) 100 6005 Fn9Maff51HO STRESS INDTCES d!LL RE C ALCillaTE0 AND **INTEn )
/
6010 Fno= aft // 2aw INPUT DATA F9e itTTINGS
)
6070 FngwaftT6,2x,ato 2x,ato,arte.3,5x,as,2F10.0,3Flo.33
/
6030 Fnowaft// 424 ISPHT Data F00 kRaNCH PIPE CRnSS-SECTIONS I 105 . 60a0 FnowaTrf6,2x,a10,2x,a10,GFlo.31 6050 FnRwaT(//,19H INp'at Data Fqs 904 PIPE CROSS-SECTIONS /
)
6060 Fnewaft16,2x,alo.2n,alo,5Flo.3) 6070 FnewaT(//,334 ! *'pis t Data Fqo FITTING waTERf ats ) 110 60A0 Fnewafft3x,TA10,45) 6100 Fnew&T(town waTL N9 T3 13H Su (PST) e FR.0,5s,
'DESTG*l TF"P (nEG-F) = 'eF5.0,/
It2,*aPPLICaRLE waTERIALS')
e 8 lUTTwE DIstPelf 7c/7e nPfet ( rig e sessign 02/07/7s 33,es.c6 # AGE (1 ! . 115 6tto Fne-aTr//,3na Impot naf a F90 PtPE waTEufats } [
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Fa.9,$a, ! 6180 Fouwafftewe *atl No. T1,11e 5" roST) . . 'DESTGs T5=P (nF G=F ) a ',FS,0,/ , t
, T12,'ADPLICaPLF watt st atse g <.
12e as2np rnowaT(tut,///,al* *tLtmTC* AWE a #E INF 0WCF =F.%T caLColations 7%w FDs opavt= trk*tCTIONS /1 Ewn i I' I i 4 i I t' g t i n 4
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- prpe=rs,teT(SpaTL(IFM,5)).1
- C nFSICN TF"pFpaTURfs 007 nF RANGE! SWIP THIS *UN/MeaNCH *aTERTAL COM814 aft 0 IFransf7F"PG-TEHpF) CT.10.0) GOTn 1000 25 ap!TFt6,2222) ( r a TL ( 1, w ) , w s'tF l emf 2) aoffr(6,1111) ,
*RITFth,lt12) -
C Lnno ovFR RON PIPE S'FCTIONS On 954 19eleNOHN 30 I F ( f o.'Mr ,1 ) Gn 70 777 , hoITEf6,6000) R tlPI( I R ,1 ) , RUN ( I R ,2 ) ,4 UN ( T R e 41, u uN ( I R , S ) Gn 70 MRA 777 weTTEt6,5555) aplafuitpMaTL(IPM,a)) 35 wo2sopt + INT (paaTL(fpM,31) - 1
- wo!TEf6,3333) (MaTL(1,g),wsuet,ap2)
"F1stMTtFMaTL(IFM,a)) .
~
"F2sMF1 + thT(FHaTL(IFu,3)) = 1 woffFf6,2222) (NATL (1,M),wsMF1,MF2)
C0 wo1TF (6,1111) WoITF(6,1112) mof7Fth,6000) RUNf!R,1),RUN(Io,2),RiJN(IRee),equtIR,5) , BR8 CnNTruur 009 e NON(fe e 3) 45 Toaso4N(IR,5) - a DRT = DRO - (TRae2.0) .
- OTMapHNf!R,4) .
era a (non . pTw)/2, . 9ws a 2.'peSupeTp*t/foon = 2.oevefam) 50 Sto e SnpT(pea *RTa) aRffEf6,4ana) Seo,pwo,y
" S t a n .'
400 mn 900 IFITal,4 FIT
- IFRS e TNTfFIfffFIT,81) >
55 fraM = 19f(FIT (tr!T,o)) naq e mRCH(TFHS,31 Tmq s RRCH(IFRS,5) = a ,
" pcGE S ITINE CLtcaLC 7s/Tc n> Tot F.T* 4.6+435R 02/07/7m 13.ac.ac SU(
est s enD - (T*"*2.n) oma s (nho . Ta=)/2,0 00 TFHpu a p=aTL(1po,p)
- Sun a pwsTL(tp ,1)
P=R a 2lceSpHeTAet/(n8n . 2.DeveTRw) ' nF0 s Fff(IFIT,1) TFw FTT(fr!T,5) -4 65 DFT a nrn . (fr e2.0) Tea a potwffFns,o) fra a riT(IFIT,4) GAsa m (DRO *Taa}/2. RFea m (DFn . TF41/2 70 nrta a nFO - (TFa*2.0) . SLM a F1T(TFIT A) RFa s (nFD = TFM)/2.0 , 224 e ,$eamaxt(RT4,TFa) IF ((ca4/GT".LE.50.). ann.(anaa/RRa.LE.O.5)) r,n TO 10R 75 C .ano caons
- hic 4 NnTE TwE Lla!TS OF Na-36eA.I(E) *E RE NOT' *E T IFCIF17.EQ.uFIT)GO in 735 cn to 400 .
lb8 I F ( .'2
- s rR T ( D R a e R T M ) .L T .P F l a ) GO TO A01 ppa aw1Nt(pt*R.P*R) 80' RPR = R2" Gn 70 Moe 401 xtN s aw!N1(SLN,0.5e(SQoffRFaaeTFA) + R2d))
cla s awawlinrta,(nFra/2. + Tra + RTM)) XLN s xtNe4 MINT (1.n,SMF/S*R) 85 MLA z (nLae2.0 . nFla)/2.0 PPPs(Sppe2.e(2.exlHeiFa=DFIeTod))/(2.e0FIetippet-TRM+xLH)+4.exLve 1 Traett..T)) IF(ppP.LT.PWR) GO TO 905 , peasaMlettpwo,Pam) 90 R2Rs424 GO TO #04 805 ppp e (4.'0.SMo e (TF a e xtN+ tom e xL a )) / tor r eDR t +2.e t of l e xLN + nRTexLa)
) . 4.0*(V-1,0)e(TFaoxLN + TeMexLa))
x23 m awaxiffDFT4/2.0 + Tra + RTM),(nFla/2.n + 0.5. SORT (pesenT=33) .
<5 x?5 m (x23 2.o . nria)/2.0 P23 m (6.0eiMoe(TFaexLN + Temex233) / (DFlenRI + 3. vet 0Ff*xLN +
1 nelex23) - 6.0e(Vat.0)*(TFaexLN + TRMex231) PPFea* Int (PPP,P23) PPleaHibitpwP,Pw9) 100 IF(ppF.GT.2500.) GO Yn A02 ppamppF ps2%00 TF(p23.LT.PPP) GO To m03 p?estnofepe(DFI+2.exLaj-a.exLa*TR=e(S*4+vep-P11/(2.efra.(S=R+Tep.o 105 1 1.penF1)-Sast(RFaaeTFA) Gn To aca- , 603 070 m ((.6667e(DFlepeDRT)-(7.eTDMe(SMR Vep-p) peoRI)*2.ex231/(2.* ITFa*(btoevep=p) PeDFI)).300T(RFaaefra) Gn to nos 110 402, spamper o20sR2= - IF(ppF.GE.'PPL) pPaspPL 804 cn4TfH9F IF(foHN(IR,1).'LT.8.625)l04.(Wu%(ge,a).LT. 511 Go 70 705
FTH 4 h*4333 42/07/7A 13.a0.66 PcGE 5 Sk UTINE CLICalc 70/70 DPTGl { 115 wof7Frh,61n0) FIT t f Fif e l),F f f f f F TT,2),FI T(TF f f,4),F IT f iFI T,5),Foa, TrapH,nta,xt*e,w? ,opu,$tc.p*w cn Tn ono 795 Cn 877e ns IF t ri f t T F f f,7).Efe.5H )Gn Yn 905 12O' RSTsRST +1 .
*RTTF(6.715) FIT (TFIT,1),F]T({ FIT,2), FIT (IFTT,4), FIT (IFIT,5). ppa, T F MPR ,Dl, a , x(N, D2 d, R2R, $C P, pMR TF(Trit.FD.NFIT) Gn In 735 GO TO Onn '
125 905 CTJTIM'F RSieM57 + 1 aRITF(6.6100) Fff(IFIT,1), FIT (TFIT,2), FIT (JFTT,a), FIT (IFTT,%),*pa,
. TE=PR,0ta,sLN,R2",R20,Sca e p*H IFt1FTT.'EC.NFIT)co 70 735 130 Gn To 900 735 CONTT"nE ,
- gr(AST.r.T.O.)CO 70 76p GO in 9no 760 CnaTINPF 135 weTTF(6,7mo) ,
cn Yn one ' till FoowaT(//, .
. 99H RRANCH FITTING F I T T I*1G 90 DFCRFE
. MaNTMuM REINFORCEHENT NINIMUM .5X,' SPACING AL 140 , ,LnwaRLE'e/
. 96H SIZE FITTING AVERACE MINIMuw RRaNCH .
i . nFSTnN LIMITS R2 ,51,' CRITEkla OESIG
.N PR E S $t'RF ' , /
hall n4LL ----------------
. 95H e TYPE 145 .TFupFoaTURE la LN REQUTREne5K,8 SQUARE RnDT Fn4
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1112,FORuaT(99H aLL(IW ARL E OF31GN
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150 . 97H PRF 350RF ' REntlIREn R2,/
. 97H INCHES INCHES INCHFS PSI. p
. F INCHFS INCHES Fne P500 PSI,7x,' INCHES 5T. ',/ ,
155 . o99 ------ .. ---- -----.- ---.... ------------- .. *
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4004 Fnovatt5x,aN Sus,FM 0,su psf l,2x,2ew Max!puu ALLnaaBLF PWF SMUGEs
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'-----------------*-----*=-----------------------.------.--
........s) 60no FORMAT (/,tou,ttH #1PE SIZES,2a10,',',teH avroanF walls,sgn.3,8,8,1
.aN pg*twun walls,Flo.3,1 165 61no rnRwaT(se ata.2F9.3,av,FA.0,8*,F5.0,AX,F5.3,2x,FS.3,5AeF5.3,86.3,
. 7x,FA.3,Inx,FS 0) 5555 FnouaT(IH1,//, Ins,2aN appl.!CaRLE FOR mate RI AL 5: ,/
, t3x,e......'..................e) 2222 FnomaT(17X,19H FTTTING uaTERIALSt,T(22,a19),2X 45) 170 3333 rnRmattt7x,16H PIPE *iaTERiatse,7(2s,agn),2r,a5) 715 Fnow a T r a s, a t o, s ',r n.3,F 9.3,s x ,Fn 0,m s ,5 5.n,sm ,F 5.3,2x ,F 5.3 5 r,F 5
su 'OTINE CL10aLC 7s/7e 0D101 FTN e . 6+ 8:118 i,2/07/Ta 11,co,43 PALE C
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- F il S A
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I V Notes Applicable to Branch Connection Tables (1) No such fitting exists for this piping configuration. (2) Special welding Boss (SWB) not permitted per MDG-ES-2. (3) Combination not included in original proposed work effort. , V 1 a22a-
( ( ( 18 3 TEMPERATURE: 600 F
# """ ^ ( 4 Piping: SA 376 TP304; SA 312 TP304; SA 376 TP316 C os nA }l 0 RUN PIPE FITTING BRANCII PIPE - Size, Schedule, and Allowable Pressure (psi)
Allowable 1, es 1/2in. 3/4 In. 1 in. ~ 1-1/4 in. 1-1/2 In. 2 in. (se Size & Schedule Pressure 1, 2, and 3) (psi) 7570 6970 6290 4830 4730 4610 2 In. Sch 160 4610 6000#11C (3) 4610 NR NP, NR NR 2} In. Sch 160 4120 6000#11C (3) 4120 4120 NR NR NR 3 In. Sch 160 '3930 6000#11C (3) 3930 3930 3670 NR NR 4 in. Sch 160 3690 6000#11C (3) 3690 3640 3330 3380 NR SWB (2) (2) (2) (2) (2) NR SWFOB (1) (2) (1) (1) (1) (1) 5 in. Sch 160 3500 6000#11C (3) 3440 3390 3110 3120 3210 h SWB (2) (2) (2) (2) (2) (2) SWFOB (1) (2) (1) m (1) (1) 6 in. Sch 160 3360 6000#ifC (3) 3270 3220 2960 2970 3010 SWB (2) (2) (2) (2) (2) (2) SWFOB (1) (2) (1) (1) (1) (1) 8 in. Sch 160 3250 6000#11C (3) 3120 3060 2840 2830 2840 SWB 3250 3250 3250 3010 3150 3170 SWFOB (1) 3250 (1). (1) (1) (1) 10 in. Sch 140 2850 6000#11C (3) 2730 2680 *2490 *2480 *2480 SWB 2850 2840 2850 2630 2740 2740 SWFOB (1) 2850 (1) (1) (1) (1) 12 in. Sch 140 2700 6000#11C (3) 2570 2520 *2360 2340 *2340 SWB 2700 2660 2700 *2470 2560 2550 SWFOB (1) 2700 (1) (1) (1) (1) 14 in. Sch 140 2730 6000#11C (3) 2600 2550 *2390 *2370 *2360 SWB 2730 2680 2720 *2490 2570 2550 SWFOR (1) 2730 (1) (1) (1) (1) NR = Combination not recommended since mean radius ratio would invalidate use of current code stress indices.
= These pressures may be increased to 2500pst if a r2 value given in Appendix B can be met.
( . APPLICABLE MATERIALS
. (
TABLE 2.2 ( NPERAME: @oF Fitting- SA 182 F304
"""^ '
os on Allo a em)lM,100. 0 Piping: SA 376 TP304; SA 312 TP304; SA 376 TP316 C RUN PIPE FITIING BRANCII PIPE - Size, Schedule, and Allowable Pressure (psi) Allowable (se p e3 1/2 in. 3/4 in. 1 in. 1-1/4 in. 1-1/2 in. 2 m. Size & Schedule Pressure 1, 2, and 3) (P81) 7430 6840 6180 4740 4650 4520 2 in. Sch 160 4520 6000#HC (3) 4520 NR NR NR NR 2} In. Sch 160 4040 6000#iiC (3) 4040 4040 NR NR NR 3 in. Sch 160 3860 6000#11C (3) 3860 3860 3610 NR NR 4 in. Sch 160 3620 6000#11C (3) 3620 3580 3270 3320 NR SWB (2) 3620 3620 3620 3620 NR SWFOB (1) 3G20 3620 (2) (1) (1) 5 in. Sch 160 3430 6000#11C (3) 3370 3330 3050 3060 3160 g, SWB (2) 3430 3430 3320 3430 3430 i SWFOB (1) 3430 3430 (1) (1) (1) 6 in. Sch 160 35uv 6000#11C (3) 3210 3160 2910 2910 2950 SWB (2) 3300 3300 3120 3300 3300 SWFOB (1) 3300 - 3300 (1) (1) (1) 8 in. Sch 160 3190 6000#11C (3)- 3060 3000 2780 2780 2790 SWB 3100 3100 3100 2900 3090 3110
- SWFOB (1) 3100 3100 (1) (1) (1) 10 in. Sch 140 2800 6000#11C (3) 2680 2630 *2450 *2440 *2440 SWB 2800 2780 2800 2580 2690 2690 SWFOB (1) 2800 2800 (1) (1) (1) 12 in. Sch 140 2650 6000#11C (3) 2530 *2480 *2310 *2300 *2290 SWB 2650 2610 2650 *2430 2510 2510 SWFOB (1) 2650 2G50 (1) (1) (1) 14 in. Sch 140 2680 6000#11C (3) 2550 2500 *2340 *2330 *2310 SWB 2680 2630 2670 *2440 2520 2510 SWFOB (1) 2680 2080 (1) (1) (1)
NR = Combination not recommended since mean radius. ratio would invalidate use of current code stress indices.
* = These pressures may be increased to 2500 psi if a r2 V lue given in Appendix B can be met.
( APPLICABLE MATERIALS ( TABLE 2. 3 ( TEMPERA 1URE: 700 F "I*"* A Ip A 6 P304; SA 312 TP304; SA 376 TP316 C rros on Allo a (cm)l 15.900gg RUN PIPE FIT'ITNG BRANCH PIPE - Size, Schedule, and Allowable Pressure (psi) Allowable es (See F Size & Scledule Pressure 1, 2, and 3) (ps!) 7340 6760 6100 4680 4590 4470 2 In. Sch 160 4470 6000#ifC (3) 4470 NR NR NR NR 25 in. Sch 160 3990 6000#11C (3) 3990 3990 NR NR NR 3 in. Sch 160 3810 6000#11C (3) 3810 3810 3560 NR NR 4 in. Sch 160 3580 6000#11C (3) 3570 3530 3320 3270 NR SWB (2) (2) (2) (2) (2) NR SWFOB (1) (2) (1) (1) (1) (1) 5 in. Sch 160 3390 6000#11C (3) 3330 3280 3010 3020 3120 g, SWB (2) (2) (2) (2) (2) (2) T SWFOB (1) (2) (1) (1) (1) (1) 6 In. Sch 160 l3260 6000#1IC (3) 3170 3120 2870 2870 2920 SWB (2) (2) (2) (2) (2) (2) SWFOB (1) (2) (1) (1) (1) (1) 8 in. Sch 160 3150 6000#ifC (3) 3020 2970 2750 2740 2750 SVVB 3160 3160 3160 2020 3050 3070 SWFOB (1) 31GO (1) (1) (1) (1) 10 in. Sch 140 2770 6000#11C (3) 2650 2600 **2420
- 2410 *2410 SWB 2770 2750 2760 2550 2660 2660 SWFOB (1) 2760 (1) (1-) (1) (1) 12 in. Sch 140 2610 6000#11C (3) *2490 ;*2450 ' 2280
*2270 *2260 SWB 2610 2580 2610 *2400 *2480 *2480 SWFOB (1) 2610 (1) (1) (1) (1) 14 in. Sch 140 2650 6000#I1C (3) 2520 i *2470 *2310 *2300 *2280 SWB 2650 2600 2640 *2410 *2490 *2480 SWFOB (1) 2650 (1) (1) (1) (1)
NR = Combination not recommended since mean radius ratio would invalidate use of current code stress indices.
* = These pressures may be increased to 2500 psi if a r2 value given in Appendix B can be met.
Table 4.1 V ' Minimum Laying Heights Nominal Half-Coupilng Special Welding Special Welding Flow Size 6000 lb. (in.) Boss (in. ) Orifice Boss (in.) 1/2 .815 .654 .794 3/4 .878 .71 6 .794 1 1.045 .841 .004 1-1/4 1.108 .903 - 1 -1/2 1.170 .966 - 2 1.545 1.341 - V i
Table 4. 2 Design Stress Intensity Values Sm . Material Temperature a 600 F 650 F 700 F SA-376 TP304 16,400 16,100 15,900 SA-312 TP304 16,400 16,100 15,900 SA-376 TP316 16,400 16,100 15,900 V 1 1 1 D
( ( E F-1' D
._L
+---H- A C
Ftd 6000# Half-Coupling Size (Inches) 3/4" 1" 1 -1/4" 1 -1/2" 2" A - Length, End to End ' 1.500 1.625 1.750 1.750 2.250 - nominal C - Bottom of Socket to Opp. End .878 1.045 1.108 1.170 1.745 - minimum D - Depth of Socket .500 .500 .500 .500 .625 - minimum E - Diameter 1.541 1.876 2.221 2.529 3.154 - minimum F - Bore for O.D. of Pipe 1.070 1.335 1.680 1.920 2.411 - nominal H - Diameter of Bore .629 .830 1.175 1.353 1.704 - maximum t - thickness .456 .523 .523 .588 .725 - minimum
Reference:
ANSI B16.11 - 1973 Figure 2.1 6000# HALF-COUPLING
( ( ( A g c c . , , , w , [ x
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^
h (N e d. W ' D ! SPECIAL WELDING BOSS (SWB) (nominal dimensions) e'o A B C D E F G H J K i N. P. S. +0. 032" +0.005" 0 1 032" +0.032" 10.032" +0.032" 10.032" 10.032" +0.065" +0. 032" 1/2" 1.500 0.860 0.438 0.313 0.750 0.500 1.375 0.188 0.438 0.750 3/4" 1.750 1.070 0.594 0.469 0.813 0.563 1.500 0.188 0.484 0.828 1" 2.250 1.335 0.781 0.656 0.875 0.625 1.750 0.250 0.609 0.891 1 -1/4" 2.500 1.670 1.156 1.031 1.000 0.688 1.875 0.250 0.563 1.063 1 -1/2" 3.000 1.920 1.328 1.203 1.000 0.750 2.000 0.250 0.703 1.047 2" 3.625 2.411 1.688 1.563 1.250 0.875 2.500 0.250 0.781 1.469 , Note: Header wall thickness must be a minimum of 0.500 In. Header must be 8 in. NSP.
Reference:
Duke Power Co. Engineering Standards MDG-ES-2 Rev. O and MDG-ES-3 Rev.1. Figure 2.2 SPECIAL WELDING BOSS (SWB)
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Figure 3,1 CROSS-SECTIONAL AREA AVAILABLE FOR REINFORCEMENT FOR SOCKET WELDING FITTING V l ATTACIIED TO STRAIGHT PIPE V Appendix A Applicability of Results to McGuire Nuclear Station G-l l l l L
V The basic pipe and fitting dimensional information is independent of the AShE Code and Duke Design Specification. The AShE Code of Record for Catawba Nuclear Station is 1974 edition with addenda through summer of 1974. For McGuire Nuclear Station, the ASME Code of Record is 1971 edition with ad-denda through winter of 1971 A review of NB-3643 and NB-3686 for these two separate Code of Records shows no differences which affects these re-sults. A review of the design stress intensity values for the materials con-sidered in this report shows the two separate Code of Records to be identical.
'"In Summary? these results may be used for the McGuire Nuclear Station ASME Section III Class 1 area reinforcement verification for branch connection types considered in this report.
V
V Appendix B Program Output V l l l l
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. PROGRAM *CLIRIC*
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- ARFA REINFORCEMENT AND STRESS INDEX e 'i e CALCHLATrnNS FOR Ct. A S S 1 GRANCH CONNECT!nNS e ,
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- PROGRAM VERSION 02/09/78 e
- CALCULATIONS PERFORwED 03/20/78 e s
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% . . . . .. 4J. aCL191C. acEA RFINFORC1.NENT ralCULATIONS FOR PRANCH CONNECTIONS C04T20LLING paoA=FTERS 9 NUMREW OF FITTINGS s 14 NttwuER DF uo4NCH PIDE ConSS-SFCTIONS e 6 NtiMREW OF OHN p!PE CDDSS-SECTIONS a 10 S NUMRfD OF FTTTING M4TFRfALS e 3 NVMRfD OF Pipe MATERfaLS s 4 CORRDSION Attnl4NCE a 0.000 (TN) 9 tsoANCH/09N TNTERSECT1nN ANGLE a 90.0 (DEG) Y Paua*ETEp a 4 SikESS INnf rE S h!LL RF C ALCHL ATED AND PRINTED 7 IN7UT DATA F0u FTTTINGS 1 1/2 IN SdB 1.500 531 499 .654 e 1 1 0.000 O 000 253 ' 2 1/2 in SdFOR 1.750 688 656 794 e t. 1 0.000 0.000 219 3 3/4 IN 6n00 Sduc 1.546 466 .a56 93m 2 1 0.000 0.000 317 4 3/4 TH SWR 1.750 578 546 716
- 2 1 0.000 0.000 329 9 5 3/4 IN SwrDP 1.750 6AR' 656 704 e 2 1 0.000 0.000 219 6 1 IN 6000 SwHr 1.831 533 523 1.125 3 1. 0.000 0.000 418 7 1 TN S=4 2.250 735 703 841 e 3 1. 0.000 0.000 422 '
O 1 IN SwFOR 2.250 938 917 904
- 3 1. 0.000 0.000 208 9 !=t/u TN 6000 SWHC 2.226 533 528 1.18a 4 1 0.000 0.000 585 10 1 1/4 TN SaR 2,500 672 640 903
- 4 1 0.000 0.000 610 ~i
!! 1-1/2 IN 6000 SWHC 2.534 ,599 593 1.250 5 1. 0.000 0.000 674 12 !=t/2 TN Sdn 3.000 816 804 966
- 5 1 0.000 0.000 696 13 2 TN 6000 SaHC 3.199 735 725 1.625 6 1 o.000 0.000 .P55 ~S 14 2 IN SMR 3,625 969 937 1,341
- 6 1 0.000 0.000 876 3
IN7UT DATA FPG MpANCM p!pE CROSS-SECTIONS 1 1/2 IN SCH 160 84n 187 164 7 2 3/4 TN SCH 16n 1.050 218 191 3 1 TN Stw too 1.315 250 219 a 1 1/u TN SCH 166 1.660 250 219 ~T 5 I-1/2 TN SCW 160 1.900 281 246 6 2 IN SCH 160 2.375 343 3n0 7 IN707 DATA Fnq RON PTPE CROSS = SECTIONS 7 1 2 TN SCH 160 2.375 343 300 2 2-1/2 in SCH 160 2.a75 .375 328 3 1 tN SCW 160 3.500 43P 393 7 8 4 fu SCH 1hn 4.50n 531 .a65 5 9 TN SCw 166 5.563 625 547 6 6 TN SCW 160 6.625 719 628 ~% 7 H TN SC4 the a.625 906 705 A 10 TN SCH 140 10.7S0 1.000 475 9 12 TN SCH ten 12.75n 1.125 9a4 7 10 14 fu SCW 14n 14.00n 1.25n 1.094
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'S IN7UT DATA Fne FTTTING MATERIAtS
- HATL No. 1 SM (PST1 m 16400 DESIGN TEMP (nEG-F) s 60n.
tApptrCARLE "aTFRIALS ' SA1R2 F304
- MATL No.' 2 SM (PSti a 16100.' DFSIGN TEMP (DEG-F) = 650 1 l, 1AppLTCAPLE MATFRIALS Sa182 F304 3
S" (Psti n 19900* MATL No. 3 DESIGN TEMP (CEG-F) s 700 1&pptTCARLE MATERIALS Sala? F304 ' INPUT DATA FnR Pipe MATERIALS ~% MATL Nn. t SM (PSI) a 16400." DESIGN TEMP (DEG-F) = 600' 3APPLICARLE MATERIALS '
$a37670304 Sa374Tp116 Salt 2Tp30c '
MATL NO.' 2 SM (PSTi a t h 10 0.' DESIGN TEMP (CEG-F) e 650 3 Appt TCaPLE M ATFRI ALS S4312Tp304-Sa376To10e SA376Tp316 MATL Nn.' 3 Su (PSti s 35R00 DESIGN TEMP (DEG-F) 700
'c-3ApolfCA'4LE MaTra!ALS Sa37%fp304
$a3177p304 Sa376TP116 'O st A T L Nn. a SM (PSfi s 16300 nFSIGN TEMP (DEG-F)
- 700 1apptTCAHLE MATERIALS SA176Tp116 9
2 9 9 9
( 4 i C E , appLTCARLE FOR MATERTALS: A!pE MATFRIAL5 Sa37hTP304 Sa376Tp316 Ga312Tp30a .O FITTING MafretatSe SalP2 F304 9 SRANCH FITTING FITTING 90 DEGREE MartuuM REINFORCEMENT "fNImVM SPACING ALLO a8LE SIZE FITTTNG avERaGF M I N T *tlM RRahCH DESIGN LIMITS R2 CRITEw!A DESIGN PRESSUME TvoF ................ TEMPEpaTURE La LN REQUIRLD SQuaRg ROOT FOR STNaIGmf 9 wall a a lt. ALLOWABLE DESIGN aND nr RM k TW FITTING TYPE PRESSURE REuu! RED R2 PSI. 'i INCHFS INCHES TNCwFS PSI. F TNCHFS INCHES FOR 2500 PSI TNCHES P!PE STZFs SCH 160, AVERAGE walls 343. *TN!"Um a4LLs 300 9 2 TN Sw: 16ano, pst, Martruw aLLowaBLF PRESSURE: 4611.PST Yu 400 SWRe 499 4611. 600 1.093 386 266 2n6 590 7569 9 t/2 .'531 t/2 SwFn9e 66A 656 4611. 600 1.218 474 .344 3a4 590 7569 3/4 6000 saut 466 45h e 61 1.' 60n. 1.116 367 .233 233 590 6972 435 '.289 2a9 590 6972 N 3/4 iwR* 57R .sa6 4611. 600 1.218 3/4 surna. 684 656 sh11. 600 1.218 474 344 344 590 6972. 9 eCoupINATION NOT RFCudMENnED STNCE Rt!N PIPE WALL THICWNESS AND/OR NOMINAL PIPE SIZE HELOW VALUES GHuaN nN "DG.ES 2 9 9 9 9 3 9 N N
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APPLICARLE FOR waTERIALSI ATPE MATER!ats SA376TP304 SA376TP316 Sa312TP304 ' FTTTING MATEulaLS 34182 F304 m F. RANCH FITTING FITTING 90 DEGREE MAXIMUM REINFORCEMENT MIN!wuM SPACING ALLUwA8LE SIZE FifftuG AVERAGE MINfMUM RRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSuut ^ Tv'E wall wall ................ TEMPERATURE La LN REQUIRED SoUaRE ROOT FOR STRAIGHT attnwaHLE DESIGN !D nr RM I TR FITTING TYPE PRESSURE REQUsRLD R2 ' INCHES INCHES INCHES PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. pIpf stZrs 2 1/2 IN SCH 160, AVERAGE walls 375, ufNIMUM WALLS
- 328 sus 16aon, pSt, M a x ] ut)" ALLnwAHLE PRESSURES 4120. PSI Tz 400
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1/2 SNE. 531 .n99 4170 600 1.125 366 266 266 685 7569 1/2 Sarn9e 6M8 656 4120 60n. 1.250 474 344 344 685 7569 3/4 6000 Swwt 446 456 4120 600 1.146 367 233 233 685 6972 3/4 T.R e .S74 546 4120 600 1.250 435 2A9 249 685 6972 ' 3/s S rna. 689 656 4120 60n. 1.250 474 344 344 685 6972 1 6000 SdHC 533 523 al20, 600 1.316 433 267 267 6e5 6294
^
1 Shaa 735 703 4120. 600 1.500 557 368 366 685 6294 1 Sarpne 938 ,917 4120, 600, 1.500 627 469 469 685 6294, s SCOMBINATION Nnf NECnMMENDED SINCE RUN PIPE d4LL THICNNESS AND/OR NnMINAL PIPE SIZE BELDw VALUES SH0dN ON Mnc.ES.2 m m e e S
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s.. . J. . s.! ' a .., . . _ . . . . d i 4 ( \ m m Appt!CanLE FnR MATERIAL $t Pipe MATERIALS: SA376Tp30s SA176TP316 SA312TP30s .O Fff71Nr. =4TERIALSI SalP2 F304 9 0 RANCH FITTING FITTING #0 DEGREE MAXIMU" REINFORCE =ENT pfN! MUM SPACING ALL0nAHLE SIZF FITTING AVERAGE MINIMUa BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE REQUIRED SQUARE ROOT FOR STRAIGHT ' TYPE WALL watt .......=........ TEMPERATURE LA LN ALLndARLE OFSIGN AND OF RM X TR FIT 11NG TYPE PRESSURE REQUIRED R2 ' INCHES INCHES INCHES PSI. F INCHES INCwES Fde 2500PS! INCMES PSI. PIPE SIZES 3 TN SCH 160, AVERAGE WALle .o38. MINIMUM W All.a .383 Swa 16000, pSt. mar!=Uw ALLDWaRLE PRESSUREa 3936. PSI Yz .a00 266 819 7569 ' 1/2 Swee 531 .e99 3936, 600 1.188 386 266 1/2 SwFnR. 6R6 656 3936 600 1.313 .a7e 3aa 3aa 819 7569 3/4 %030 SawC 464 .a56 3936, 600 1.211 367 .233 233 819 6972 ' 3/4 SwA. 57a 54% 3936. 600 1.313 435 289 289 819 6972 3/4 Swrnae 6m9 .h56 3936 600 1.313 .a7a 3ae 3a4 819 6972 1 6000 Swwc 533 523 3936 600 1.379 .c33 267 267 819 6294 368 819 6290 ' 1 Shn* 735 704 3936 t 600, t.563 557 368 I swrnue ,938 917 3936 600 1.563 627 .a69 469 .P19 6294 1 1/a 6000 SwHC 533 528 3678 600 1.551 469 2h7 267 919 4832 600 560 336 336 819 a832. ' 1 1/e Swn. 672 640 3936 1.688 aCOMBINATIDtJ Hnf RECOM= ENDED SINCE RO*1 PIPE W ALL THICMNESS AN0/OR NDMTNAL P!PE SIZE BEL 0d VALUES SHOWN 04 Mnn.ES.2 m 1 m 9
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pfpE wATrovat3: 3437afp3po SA376TP116 34312TP30a FITTING MATERTALS: SAth2 F30a m RRANCM FITTING FITTING 90 DEGREE "AEI"UN REINFORCEMENT MINIMUM SPACING ALL0ma8LE S!ZE ,rttTING AVERAGE MIN!uum RRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE ^ fvPE WALL WALL .......=........ TEMPERATURE LA LN REQUIRED SQUARE ROOT FOR STRAIGHT ALLn=APLE DESIGN AND nr RM z TR FITTING TYPE PRESSURE REQUIRED R2 INCHFS INCHES INCHES PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. p!pE SIZES 465 ' a TN SCH 160. AvERacE WALLS 531e MINIMUM MALLS S"s 16400 PSI, MAXIMUM ALLD*ABLE PRESSURES 3692.951 Ys .a00 1/2 twne 531 .c09 '3602, 600, 1.281 386 266 266 1.027 7569 ' 1/2 SWFnme .6P8 656 3692. 600 1.a06 .a7a .3aa 3aa 1.027 7569 3/4 6000 Sduc .c66 456 3691. 600 1.304 384 266 26h 1.027 6972 3/4 Sa9e g 579 546 3692. 600 1.406 435 289 289 1.027 6972 ' 3/8 S.rnae .p a n 656 3692. 600 1.a06 474 34e 344 1.027 6972, t 6000 S=HC 533 523 3647 600 1.a72 433 267 267 1.027 6294 ^ 1 SWRe ,735 703 3692.. 600 1.656 557 368 368 1.027 6294 1 Swr 0Ae 939 917 3692 600 1.656 627 .a69 469 1.027 629s. 1 1/s hone swwt ,533 .s24 3311. 600 1.644 .eeg 267 .267 1.027 a832 ' , 1 1/4 S=Re 672 6u0 3692 600 1.781 .560 336 336 1.027 4832 1 1/2 6000 SwHC 594 503 3381. 600 1.798 530 299 299 1.027 a735 1 1/2 Swee 836 .poa 3602. 600 2.n31 685 418 418 1.027 a735 m aC04! NATION Hnf WFCD4MENnFn SINCE RUN PIPE WALL THIt(NESS AND/04 NOMINAL PIPE SIZE REL0d VAL"ES ' SHO*N DN HDG.ES.2 9 9 9 9 9 9
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C- C , apptfCARLE FOR *Afrn!ALS: PIPF MAftRfALS: 3437670304 SA376Tp316 SA312TP30a " FITTING MATERIALS: Sate 2 F304 3 0ANCH FITTING FITTTNG 90 OCGREE "4XIMUM REl%FORCEMENT HIN] MUM SPACING ALLOaARLE SIZF FITTING AvteAGE
- t N ! wua* dRANCH DESIGN LIMITS R2 C#!TEhtA DESIGN PRESSURE ^
Tvpr HALL wsLL ................ TEMPERATURE LA LN REcu! RED SQUARE WPOT FOR STRAIGHT ALLod4PLE DESIGN AND or RM x TN FITTING TYPE PRESSURE REQUIRED R2 ' INCHES INCHES TNCHES PSI. F THCHFS INCHES FOR 2500 PSI INCHES PSI.
^
Pipe STZFs 5 TN SCH 160, AVERAGE MALLS 625. MIN!wuM = ALLS 547 SMs 16400 PSI. MAX]MHM ALLOWARLE PRFSSilREs 3500.pSt Ys 400 1/2 94Re .'531 490 3500.' 600, 1.375 410 313 313 1.2e2 7569 1/2 s.Fng. 689 45h 3500. 60n. 1.500 474 34e 34e 1.2e2 7569 l 3/4 600n Swuc 466 .e56 34a1. 600 1.398 407 .313 313 1.242 6972 3/4 Mwde .574 .Sa6 35n0 600, 1.5no 447 313 313 1.242 6972 3/4 SwFnRe 684 656 3500. 60n. 1.500 474 344 344 1.282 6972, t 6300 SwHC 534 523 3392. 600 1.566 456 313 313 1.242 6294, 1 SwRe 735 703 3500 600 1.750 557 36n 368 1.2e2 6294 1 SdFORe 939 917 35no. 600 1.750 627 .a69 469 1.242 6294, t=t/4 6000 SwwC 533 .52a 3112 600 1.738 492 .313 313 1.242 4832 1 1/4 SwHe 672 640 33R8 600 1.875 560 336 336 1.242 4832 t=t/2 conn Swwt 59R 593 3125 600 1.892 537 313 313 1.242 4735 1 1/2 Swa. 83h .ano 3500 600 2.125 685 418 .e19 1.242 4735, ~ 2 6n00 SwwC .'735 725 3219 600 2.205 656 368 368 1.242 4611 2 Swme 069 437 3500 600 2.438 809 .e85 .e85 1.242 4611 eCOMBINAT!nN Not RECnuwENOFD SINrE RUN PTPE MALL THIC pESS AND/OR NOMINAL PIPE SIZE BELOW v all'E S SHuaN DN anG.FS.2 m e D N j 7 l l I l ^ i
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APPLICARt.E Fpa "ATFRIALS
,s PTPE "ATERIAL$t SA376Tp304 SA376TP316 SA312TP30e FITTING " ATEet At St 54182 F304 7 ~
84ANCH FITTING FITTING 90 DEGREE MAXIMU" PEINFORCEf1ENT MINIMUM SPACING ALL0nAhLE ?
$12E FITTING AVEDAGE MIN 1"UM 8 RANCH DESIGN Lle!TS R2 CRITERIA DESIGN PRESSURE ^
TvpE a AL L *.ALL ................ TEMPERATueE LA LN REQUIRED SQUAst Hn0T FOR STRAIGHT AllonARLE DESIGN AND OF R*
- TR FITTING TYPE
- PRESSURE REQUIRED 42 ^
INCHES INCHES TNCHES PSI. F INCHES INCHES FOR 2500PST INCHES PSI.
- ^
Pipe Sf7Es 6 TN SCH 160. AVERAGE WALLS 718e "fN1 MUM WALLS 628 Sws 16a00 pst. MAWIMUM ALL0nARLE PRESSURES 3366. PSI Ys .a00 1/2 SwRe 531 .o99 3366 600 t.a68 433 359 359 1.456 7569 1/2 SdFOR* ,689 656 3366 600 1.593 482 359 359 1.456 7569 3/4 6000 SawC 466 .n56 3273 600 1.*91 430 .359 359 1.056 6972 3/4 SWA* 57A 546 3366 600 1.593 470 359 359 1.456 6972 3/s S.Fnue 6AR 656 3366 600, 1.593 482 359 .359 1.456 6972.- " 1 6000 SaHC 533 523 3220 600 1.659 479 359 359 1.e56 6294 ~ 1 SWR
- 735 703 3366 600 1.8e3 557 368 368 1.853 6294 1 S rnee 934 917 3366. 600 1.843 627 469 469 1.456 6294, 1 1/o 6000 Sawc .533 528 2965 600 1.831 515 359 359 1.a56 4832 ~~
!=1/G Sdn* 672 600 3186 600, 1.968 571 359 359 1.056 4832 1 1/2 600n Swwt 594 593 2969 600 1.985 560 359 350 1.056 4735 1 1/2 SdR* 836 800 3366 600 2.218 685 418 418 1.456 4735 ~
2 6000 swwt 735 725 3013. 600 2.298 656 368 368 1.a56 e611 2 Swee 969 937 3366 600 2.531 609 485 .u85 1.456 e611, 7 n
*COMPINAfinN Nnt RECOMMENDED STNCE RUN PTPE W4LL THICKNESS ann /OR Nn=4}NAL PIPE S1ZE HELOW VALUES r
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Ffff!NG MAfrRIALS: Sat 92 F304 BRANCM FTTTING FITTING 90 DEGREE MAXIMUM REINFn4CE"ENT n!N!=Uw SPACING ALLUaARLE ' SIZE FITTfNG AVEdAGE MfNTMUM RRANCH DESIGN LIMITS R2 C R !iiii EI A DESIGN PRESSURE i Tvpr w a t.L WALL ................ TEMPERATURE La LN REQUIRED SQUARE RDOT F0e 3TRAIGHT aLL0dARLE DESIGN ANO OF RM y TR FITTING TYPE PRFSSURE REQU1HED R2 " INCMES INCMES INCHES PSI. F fwCHES INCHES F0W 2500 PSI ! ACMES PSI. PIPE SIZES 8 TN SCH 160, AVERAGE WALLS 906. MtNIwuM WAL(a 79) SM= 16400 PSI, MAXJMUM ALLOWA8LE PRESSUREz 3254. PSI Ys 400 1.870 7569 ' 1/2 Sw9 531 499 3254 600 l.656 480 .oS3 453 1/2 S #nn 688 656 325a. 600 1.781 529 .c53 453 1.673 7569 3/4 6000 SaMC .a86 .a56 3122. 600 1.679 477 853 453 1.870 6972.- ' 3/4 ShH 579 .Sa6 325a. 600 1.781 517 453 053 1.870 6972 3/4 S<Fna 6R9, 656 3254 600 1.781 529 .e53 453 1.870 6972 1 6000 Swwc .533 521 3064 600 1.847 526 .a53 453 1.m70 6204 I Swp 735 703 3254 600 2.031 600 453 453 1.A70 6294 " 1 San 9 919 917 3254 600 2.031 627 869 .a69 1.870 6294 1 1/4 6000 SawC 533 52R 2880 600 2.019 562 453 453 1.870 4832 1 1/8 ShH 672 6a0 3011. 600 2.156 616 .a53 .uS3 1.870 4832 9 1 1/2 6000 S*HC 598 .591 2831. 600 2.173 607 .oS3 853 1.870 4735 1 1/2 Sw9 .M36 .R04 3148 600 2.a06 702 453 453 1.870 4715, 2 6000 SwC 735 725 28a2, 600 2.a86 698 453 .e53 1.870 coll. 9 2 Swp 969 937 3169 600 2.719 809 485 485 1.870 4611 9 9 9 9 9 9 9 3
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( - L , appLICARLE Fne waTERIALSI P!pE MATERIALS: Sa376Tp304 SA376TP316 Sa312TP3no O FITTING MaTEntats: S4182 F30a 9 BRANCH FITTING FITf!NG 90 DEGREE MAXIMUM REINFORCEMENT Min! MUM SPACING ALL0aapLE ,, SIZE FITTING A V E R a r.E MfNieuw ARANCH DESIGN LIw!TS R2 CRITERIA DESIGN PRESSUME Type ^ w a t.L wall ................ TEMPERATURE La LN REQU{ RED SQU4RE ROOT FOR STRAIGHT ALL0wARLE DESIGN AND OF RM X TR FITTING TYPE , PRESSURE REQUIRED R2 ' INCHES INCHES INCHES PST. F TNCHES INCHES FOR 25008S1 INCHES PSI. PIPE SIZEa 10 IN SCH 1a0, AVERAGE W4LLs 1.000, p1NIHUM WALLS .R75 Sws 16400, PSJ, MAX {MUH ALLOWARLE PRESSURE: 2956. PSI Ya .c00 ^ t/2 Swa 531 .o99 2856J 600 2.7t9 809 500 500 2.208 7569 1/2 $=FnR 6RR 656 2656 600 2.719 .bo9 500 500 2.208 7569 , 3/4 6000 S*HC 466 .a56 2735 600 1.773 501 500 500 2.208 6972 3/4 SWR 579 .546 2841. 600 1.875 541 500 500 2.208 6972 ' 3/4 S.rnR 6Am 656 2856 600 1.875 3at 500 500 2.208 6972 , 1 6000 SawC 533 523 26aa. 600 1.941 550 500 500 2.208 6294 1 SWR 735 703 2856 600 2.125 4 623 500 500 2.208 6294 ' 1 SdFOR 93R ,017 2556 600 2.125 623 500 500 2.208 6294, ~ 1 1/4 6000 SdwC 533 .52R 2496 600 2.113 586 500 514 2.208 4832 1 1/4 Swn .'677 .heo 2633, 600 2.250 642 500 500 2.208 4832 ' 1 1/2 6000 SawC 599 503 2a85 600 2.267 630 500 5a7 2.208 4735 , 1*!/2 SMR 83S 80s 2704J 600 2 . *> 0 6 726 500 5no 2.208 4735, 2 boon SawC 735 725 2480 600 2.580 722 500 534 2.208 4611. 9 2 Swa 069 .o37 2745, 600 2.813 617 500 .500 2.208 4611 9 9 9 9 9 9
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.1. . , , ' h. . G . , d, ,. I j l m APPLICABLE FOR M A TF.RI AL SI OTpE MattelaLS: 34376T9300 SA376TP316 $4312TP30a
- FITTING MATER!aLSI SA182 F304 BRANCH FITTING FITTING 90 DEGREE MAXIMUM REINFORCE *ENT m!N!auM SPACING ALL0aABLE SIZE FITTING A V E R a r.E MINTMUM BRANCH DESIGN LIMITS 42 CRITERIA DESIGN PRESSUNE TYPE a al t. w a t.L ......-......... TEMPERaTUHF LA LN REQUIRED SQUARE ROOT FOR STRAIGwi ALLOWABLE DESIGN AND OF RM t TR FITTING TYPE PRFSSURE GEQUINED R2 INCHES INCHES INCHES ASI. F INCHES INCHES FOR 2500 PSI INCHES PSI.
PIPF SIZES 12 TN SCH 140, AVERAGE WALLS 1.125. MINIMUM = ALLS 984 Sus tha00 pST, HarIwuq ALLowARLF PRESSudEs 2699 PSI Ya 400 1/2 Sdm 531 499 2699' 600 2.813 817 563 563 2.557 7569 1/2 S>rnR 08A 656 2699 600 2.813 817 563 563 2.557 7569 3/4 6000 SwwC 466 .e56 2578 600, t.A98 532 563 563 2.557 6972 3/4 swr ,57A 546 2666 600 2.000 572 563 .563 2.557 6972 3/c Swrne 688 656 2699 600 2.000 .572 563 563 2.557 6972 1 6000 Swat 533 523 2529, 600 2.066 551 563 563 2.557 6294 1 SwH 735 703 2699 600 2.250 650 563 563 2.557 6298 I Swrna 91A 917 2609, 600 2.250 .e54 563 563 2.557 6294 1 1/4 6000 SwwC 533 528 2360 600 2.238 617 563 1.153 2.557 4832 1 1/4 Swa 672 640 2 a 7 5.' 600 2.375 673 563 6a9 2.557 a632 1 1/2 6'000 SawC 59R 593 23a6 600 2.392 6b2 563 1.1R6 2.557 a735 l.1/2 Swa 636 .ano 2565 600 2.625 757 563 563 2.557 4735 2 6000 SaHC 735 725 2341, 600 2.705 753 563 1.166 2.557 4611 2 SwH 969 937 2559 600 2.938 848 563 563 2.557 e611. O em
h l > s APPLIC AHL E FOR MATER!At5
...........~.............
pfpf MATERIAt.3: SA376TP30e S4376TP316 34312TP30a riff!NG MATEPTALS: SA182 F304
- m BOANCH FITT!ttG rffffNG 90 DEGREE MAtIMUM REINFORCEMENT MINIMUM SPACING allowable
, $12E FITTING AVERAGE HTHIMUM RNANCH DESIGN LIM 113 R2 CRITERIA DESIGN PRESSUWE s Tyre FOR STWAIGHT '
>ALL w a tt ................ TEMPERATURE LA Lk REau! RED SQUARE 4001 ALLowARLE DESIGN AND OF WM X TR FITTING TYPE
, PRESSURE PEQu!WED R2 INCHFS INCHES Incurs PSI. F TNCHES INCHES FOR 25008S! INCwES PSI. ' p!PE Sf2Es 14 IN SCH 140, AVERAGE WALLS 1.250, efNIMOH WALLS 1.094 ' mus 16a00. PMT. wax!wuw ALLOWABLE PRESSURES 2733. PSI fs .a00 1/2 mwn 531 .a99 2733, 600 2.938 .Rd8 625 625 2.623 7569 9 1/2 SwFOR 6R8 .A56 2733 600 2.938 608 625 625 2.823 7569 , 3/4 6000 SaHC ,46% .a56 2605, 600 2.023 563 625 625 2.823 6972 3/a own 578 546 268a. 600 2.125 503 625 625 2.823 6472 9 3/4 SWFnR .e*8 656 2733 600 2.125 6U3 625 625 2.823 6972 , t 6non Swwt 533 523 2554, 600 2.191 612 625 625 2.823 6294, 1 Sp 735 703 2723g 600 2.375 686 625 625 2.823 6294 9 i Swrnp 93R .ct? 2733 600 2.375 686 625 625 2.823 6294, 1 1/a 6non Swse .533 524 2392. 600 2.363 6a8 625 1.152 2.823 4832 1 1/8 swr 672 600 2495. 600 2.500 704 625 6a5 2.823 4832 ~% 1 1/2 h000 S*HC .59R 593 2374 600 2.517 693 625 1.211 2.823 4735 , 1 1/2 SW9 636 .mna 2573 600 2.750 78R 625 625 2.823 4735, 2 6000 SaHC 735 725 2361.' 600 2.830 750 625 1.229 2.823 4611 9 2 Swa .960 937 2559, 600 3.063 880 625 625 2.823 e611 m 9 9 9 9 9 9 w
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( e ( g m apptTCaRLF FOR MaTEpTALSI PIPE maTru!ALS: Sa312TP304 Sa376Tp304 SA376TP316 Ff TTING MaTF QI At St SalP2 F304 m 6 RANCH FITTING r!TTING 90 DEGREE "AXfMUM RFINFORCEMFNT MINIMUM SPACING ALLUwaHLE SIZE F171 tug AVERAGE wfT"UM RRANCH DESIGN f.! HITS R2 CRITEara DESIGN PRESSURE ^ TypF "ALL Mall ................ TEwpERaTURE t. A 1. N REQUIRED SQUARE hiint FOR STNaIGHT ALLndARLE DESIGN ANO nr Ru 1 TR FITT]NG TYPE PWESSURE Rent'!aED R2 ' INCHES INCHES INCHES PSI. F INCHES INCHES rnE 2500 PSI INCHES PSI. DIPF Sflf 2 TN SCH 160, AVERAGE Watts 343. WIN!"04 hat.La 500 Sws 16100, pSt. 44 x t uts* ALLowaBL2. PRFSSURE: 4527. PSI vs 40n 1/2 4527 650 366 266 286 590 7430 ' S mi4 + 531 .a99 1.093 1/2 3*Fn9e 686 656 4527 650 1.216 474 30e 344 590 7430 3/4 boon Sant 4h8 .a56 4527 650 l.116 367 233 233 590 6844 3/4 4527 650 435 289 269 590 6844 ' Sdae .57* 946 1.218 3/4 %*FnH+ 688 656 4527, 650, 1.218 .c74 .344 344 590 6644 m
*C0"RINa TIp;J 907 RFCOM"ENnFD SINCE RHN PIPE NALL THICMMESS AN0/DD N0=fMAL PIPE 517E e4 flow Vat.UES Swo=9 09 ..n c.E s.2 m 9
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APPLIC AHLE FOR M ATERI ALSt P Pipe MATERtAts: SA312Tp304 SA376TP3ne SA376TP316 FITTING MATEDT.4LSg S4182 F304
^
7 BRANCH FITTING r1Tf!NG 90 DEGREE max! MUM REINF0H"EMENT MIN!"UM SPACING ALLOwAPLE P S!lE F I T T I N r. AvFRAGF MTNtMUM RRANCH OESIGN t,IMITS R2 CRITERIA DESIGN P4 ESSURE ~ TypF WALL HALL ................ TEMPteATURE t. A LN REQu! PED SQUARE RDOT FOR STRAIGHT ALLOWARLE DESIGN AND or R* X TR FITTING TTPE PRESSilRE REQUIRED R2 " INCHES INCHES TkCHES PSI. F INCHES INCHF S SON 2500P5! INCHES PSI,
~
I DIpE StZEs 2 1/2 TN SCH 160. AVERAGE WALLS 375, M1HIMON WALLS 328 SMe 16100 PSI, MAviHU= ALLOW &RLE PRESSURE: 4044.pst Ya 400 P 1/2 409 650 3e6 266 266 685 7430 S wl
- 531 4044 1.125 1/2 SwF0He 644 656 4044 650 1.250 474 344 344 685 7430 3/4 6000 Sawc ,466 .a56 4044 650 1.148 307 233 .233 685 6844 P 3/4 S=Re 57A 546 4n44, 650 1.250 435 249 2M9 695 6844
~
3/4 SWFOR* 688 656 4044 650 1.250 474 344 344 .h65 6844, 1 6000 sWuC 533 521 4044 650 1.116 433 .267 267 685 6179 P 369 685 6179 1 SwHe 73% 703 4044, 650 1.500 .S57 36R 1 SwFnce 938 417 4044, 650, 1.500 627 469 469 695 6179 7 eCOMRINATinN HOT R E C riw wE ND E D S f"C E R0$' PIPE "ALL THICWNESS AND/OR NpwfN4L PIPE SIZE BELDh VALUES SH0aN DN Hnn.E1 2 , 7 P
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Y T, c , ApptfCARLE FnR wATFDIALS: PTPE MATERIALM SA312TP304 SA376TP304 SA376TP316 FTTTING MATFRfALS: SA1P2 F304 m CRANCH FITTING FITTTNG 90 DEGREE *AXIMUM REINF04CEMEt.T MIN! hum SPACING ALLQwAS([ SIZF FITTTHG AVERAGE MINI 4UM RRANCH DESIGN LIMITS R2 CRITtRIA DESIGN PRESSURE TEMpfRAfuRE FOR STRAIGHT ' TYpf "ALL W All ................ LA LN REQUIRED SouARE ROOT ALLOWARLE DESIGN AND OF RM X TR FITTING TTPE PRESSURE Riuu! RED R2 " INCHES INCHES THCHFS PSI. F INCHFS INCHES FOR 2500 PSI INCHES PSI. PIPE SIZFu 3 IN SCH 160. AVERAGE WALLS 438, MINIMJM WALLS ,383 ' Swa 16100 PST. MatlwuM ALLO =APLF PRESSUREz 3864.pST Y: 400 7430 ' 1/2 Swee 531 499 3P64, 650 1.188 386 266 266 419 1/2 SwF09e 688 656 3864 650, 1.313 474 .344 344 619 7430 3/4 6000 SaHC 466 .a56 3864 650 1.211 .367 233 233 819 6044, 3/4 Swa. 578 .546 3844 650, 1.313 435 2A9 289 819 6844 3/4 S.Fnne ,6AM 656 3864 650, 1.313 474 344 344 .P19 6844 1 6000 SwwC 533 523 38he. 650 1.379 433 267 267 819 6179 735 703 3864 557 368 368 819 6179 ' 1 M*A* 650, 1.561 1 SWFnme 938 917 3864 650 1.563 627 469 469 819 6179 1 1/4 6000 SwwC 533 52m 3610, 650 1.551 469 267 267 919 47a3, 3864 560 336 819 4743
- 1 1/4 Swn. 672 640 650, 1.688 336
- CnMRINATIMN Nnt RFCO*wENDFD SINCE RUN PIPE WALL THTCNNESS AND/nR NOMIN AL PIPE SIZE BELOW VALUES SM0aN ON 40r..ES.2 m
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APPLICARLE Fn9 MATFRIALS: Pipe MATERIALS: 343121P30o SA376TP304 SA376TP316 FITTING MATERTALSt SA182 F30s ORANCH FITTING FITTING 90 DEGREE MAXIMUM REINFORCEMENT MINIMUM SPACING ALLQwAULE SIZF FITT!aiG AVEnAGE MINiwUw RRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRFSSURE _ TYor WALL WALL ................ TEMPEPATURE LA LN REQUIRED SQUARE ROOT F0W STRAIGHT ALLnWARLE DESicN AND OF RM u Tk FITTING TYPE , PRESSURE REQUIRED R2 INCHES INCHES INCHES PSI. F INCHES INCHFS FOR 25009S1 INCHES PS!, PIPE STZFs a IN SCH 160. AVERAGE WALLS 531. efNIMUM WALLS .a65 3"s 16100. PST, M a y I MtlH ALL0d4BLE PRFSSUREc 3624. PSI Va .o00 1/2 SNRe .'531 .a99 362a. 650 1.281 356 266 266 1.027 7430 1/2 SarnP. 688 656 3624 650 1.406 47a 344 3ao 1.027 7e30, 3/4 6000 SaHC 466 .a56 3623. 650 1.304 384 266 266 1.027 68es. 3/4 San
- 578 5e6 3624 650 1.406 435 290 289 1.027 6844 3/4 Swrna. 684 656 3624 650 l.c06 47e 344 3a4 1.027 68aa.
1 6000 Swwc 535 523 3580 650 1.a72 033 267 267 1.027 6179, 1 Swa* 735 703 362a. 650, 1.656 557 368 368 1.027 6179 1 Sarnne 934 917 3624, 650 1.656 627 469 460 1.027 6179, 1 1/4 6000 S e<C .533 .528 3270 650 1.684 .a69 267 267 1.027 47a3, ' 1 1/e Swa. 672 6a0 3624 650 1.781 560 336 336 1.027 47e3 1 1/2 6000 .9awc 598 593 3320 650 1.708 530 299 299 1.027 e648 1 1/2 SWR. 836 304 3624 650 2.031 665 418 418 1.027 e648 , aCOMBINATION Nnf RFCn*ENOFD SINCE RUN PIPE HALL THICx4ESS AND/OR NOMINAL P1PE 912E PELnd VALUES ' S H D er w nu tinn.ES.2 0 m% a
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- m AppLTCABLE FOR HATERTALS
" ,i pipF MAfru{ALS: SA312TP30a SA376Tp3na SA376TP316 FITTING *ATFWTAtS SatB2 F304 a . BRANCH FITTING FITTfNG 90 DEGREE =Ax1 hum REINFORCEMENT MINIMUM SPACING ALLO =ABLE , STZE FITTING AVERAGE utN1wuw BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRE SSURE ' TvPE HALL dAlt *=.=............ TEMPERATURE LA LN REQUIRED SouaRE ROOT FOR STRAIGHT ALLndanLE DESIGN AND OF RM x TR FITTING TYPE ~ PRESSURE REQUIRED R2 ' INCHES INCHES INCHFS PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. PIPE Sf2Fs 5 TN SCH 160e AVERAGE wal.La 625. MINIMUM nALLs 547
- Sus 16100 OSI, MartwUd ALLndA9LE PRESSURES 3436. PSI Ya 000 1/2 Swm* .'531 499 3436 650 1.375 410 313 313 1.242 7430 '
t/2 qwrnue ,enA .A56 3436 650 1.500 47a 3ee 3a4 1.242 7430 , 3/4 6000 Sduc 466 156 3379 650 1.398 .a07 313 3t? 1.2a2 6848 3/4 S=R* 574 546 Ju16, 650 1.500 .co7 313 333 1.242 6848 ' 3/4 S*FOR* 688 656 3436 650 1.500 874 344 344 1.242 68as. t 6000 Swwt .533 523 3330 650 1.566 456 .313 313 1.2a2 6179, 1 SdMe 735 703 3a36 650, 1.750 557 .368 368 1.242 6179 ' 1 Sdrn4* 939 917 3436, 650, 1.750 627 .a69 469 1.242 6179 t=1/u 6000 SwHC 533 928 3055 650 1.738 492 .313 313 1.2a2 a7a3, t.1/4 SPR* 672 600 3326 650 1.875 560 336 336 1.2a2 47e3 t.1/2 6000 SaHC 598 593 3068 650 1.R92 537 313 313 1.242 aboo. , !=t/2 Swa* .'836 804 3436 650, 2.125 685 418 .al8 1.282 4648, 2 6000 SwHC 735 725 3160, 650, 2.205 656 368 368 1.242 4527, 9 2 Swa. 9ho 937 3a36 650, 2.434 809 485 485 1.282 4527 m
*CodAINATI0ta NOT REC 0"ENnr0 SYNr'E RUN P]PC W ALL THICO.ESS AND/nR Nn4INAL P!PE SIZE BELOW VALUES
$Nn N 09 ann.ES.2 m
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m ApPtTCABLE rnR =ATFRIALS: PYpF MAIFRIALS: SA312ip304 SA376Tp304 34376TP316 FITTING MATFotALS: SAIR2 F304 BSANCM FITTING FITTING 90 nEGREE maw!NUM REINFORCEMENT w!NIMUM SPACING ALLOWA8LE SIZE FITTYNG AvrRAGE MINIMUM 8eANCH DESIGN LIMITS R2 CRITERIA DESIGN PHESSURE _ Typf "ALL dALL ................ TEMPERATURE LA LN REQUIRED SoVANE ROOT FOR STRAIGHT ALLOwARLE DESIGN AND OF Ru x TR FITTING TYPE PRESSURE REQUIRED R2 INCHFS IHCwES THCwES ASI. F INCHES INCHES FOR 2500 PSI INCHES PSI. Pipt SIZES 6 TN SCM 160, AVERAGE WALLS 718 w!NIMUM WALLA 628 5"a 16100 ps!, martuvM ALLOW &RLE PRESSURES 3304. PSI is 400 1/2 Swa. 531 499 3304 650, 1.468 433 359 359 1.456 7430 1/2 SarnR. 6A8 456 3304 650 1.593 462 359 359 1.456 7430 3/4 6000 Swwt 466 456 3213 650 1.491 430 359 359 1.456 6844 3/4 Sws. 574 546 3304 650 1.593 470 359 359 1.456 6644 3/4 SarnRe 6AR 65h 3304 650, 1.593 482 359 359 1.456 6644, t 6000 SaHC 533 523 3161. 650, 1.659 479 350 359 1.456 6179 ' 1 SwRe 735 703 3304 g 650, 1.M33 557 368 368 1.456 6179 1 S= FOP. 938 917 3304 650 1.843 627 469 469 1.456 6179 1 1/4 6000 SawC .533 52m 2011 650 1.831 515 359 359 1.456 4743
!=l/4 Swa. 672 640 3128 650 1.968 571 359 359 1.456 4743 '
1=1/2 6000 SwwC 59m 593 2915. 650 1.985 560 359 359 1.456 4648
!=1/2 Swa. 836 800 3304 650, 2.218 655 418 418 1.456 4648
- 2 6000 Swwt 735 725 2958 650 2.298 656 368 36R 1.456 4527 2 Sun. 969 937 3304 650, 2.531 509 485 485 1.45e 4527 m
*COMRINATinN NnT nFCnwwEerD iTuCE RUn PipF W Alt, THICKNE SS AND/nR Nn' TIN AL PIPL SIZE BE LOW VALUES SHodN 04 vor..ES.2 m
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, if ( 2 a m APPLICABLE Fnq *ATFDIALSt Pipe MATFRiat9: SA31PTP304 SA376TP304 SA37eTp316 F ITTING H A TFDT ALSI 88182 F308
> m QRANCH FITTING FITTfNG 90 DEGREE MAXIwuM REINFORCEwENT MINIMUM SPACING ALLowARLE S2ZE FITTING AVERAGE HIN!"UM BRANCH OESIGN LIMITS R2- CRITEHIA DESIGN PRESSURE
^
Type = A t,, L wall ................ TEMPERATisRE LA LN REcufRED SQUARE 200T FOR S T R A I G'4 T ALLOdARLE DESIGN AND OF R4 X T4 FITTING TYPE , PRESSURE RFou! RED R2
- INCHES INCHES INCHES PSI. F INCHES INCHES FOR 25008S1 INCHES PSI.
^
PIPE Sf7Es R IN SCH 160, AVERAGE WALLS 906, MINIMUH .ALLJ 743 Swa 16100 PSr, martuum ALLOwARLE PRESSupts 3194, PSI la 400
^
1/2 swr 531 899 3194.' 650, 1.656 4880 .e53 453 1.870 7430 1/2 SwrnR g6Am 656 3194 650, 1.751 .S29 .a53 453 1.870 7430 3/a 6000 SwHC 466 .c56 3065 650 1.679 477 453 453 1.870 6844 3/a swr 578 .suo 3194 650 1.781 517 .a53 053 1.870 6e44 3/4 SPrnR 68A 456 3194 650, 1.761 529 453 .e53 1.870 6844 I 6000 Sawc 533 523 300s. 650 1,847 526 853 .e53 1.870 6179 453 453 6179 ' I SwH 735 703 3194 650 2.031 609 1.870 l SkrnR 938 917 319a. 650 2.031 627 ,a69 469 1.870 6179 1 1/4 6000 SwHC 533 52B 2788 650 2.019 562 453 453 1.e70 4743 1 1/4 Swa 672 . *> c o 2955 650 2.156 618 453 .uS3 1.870 4743, 1 1/2 6000 SWMC 59R 593 2780. 650 2.173 607 453 .e53 1.870 4648 1 1/2 Swa 836 . Roe 3n91. 650 2.406 702 .c53 .a53 1.870 4648 2 6000 Swwt 739 725 2790 650 2.496 698 453 453 1.870 4527 2 SwH 969 937 3111. 650, 2.719 807 485 485 1.870 4527 m [ m 9 9 9 m N
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AppLIC49LE FOR MATERIALSI Pipe MATERIALS 34312fP304 SA376TP304 SA376TP316 FITTING MATFRTALS: SAIM2 F304 FMANCH FITTING FITTING 90 DEGREE MAXIMUM REIP;FORCEMENT MINIMUM SPACING ALLOMABLE SIZE FITTINF, AVEDACE "!NT*Uw RRANCH OESIGN LIM 115 R2 CRITERIA DESIGN PRESSURE TTpE ' WALL *ALL ................ TEMPE.RATUNE LA LN NEQUIRED SOUARE ROOT FOR STRAIGMT allowanLE DESIGN AND OF RM x TR FITTING TfPE PRFSSURE 4FQUIRED R2 ^ INCHES INCHES INCHES PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. PIPE SIZES to IN SCH 140. AVERAGE WALL 1.000, ufNIMUM
- ALLS 875 ,
s.s leton, PSI, M A vielM ALLDdARLE PRESSURES 2803.pSt Te 400 a
^
1/2 MwR 531 .u99 2803 650 2.719 809 500 500 2.208 7430 1/2 Swrnd 6M8 656 2903, 650 2.719 809 ,50n 500 2.208 7430, 3/4 6000 SaHC 46h 45h 2685. 650 1.773 501 500 500 2.208 6844,
^
3/4 Sw9 .57m 546 2789 650 1.875 541 500 500 2.208 6844 3/4 S.FnA .h88 656 2003 650, 1.875 541 500 500 2.20e 6844 1 6000 SaHC 533 523 2635 650 1.941 550 500 500 2.208 6179 ' 1 Swa 735 .T03 2803. 650 2.125 623 5n0 500 2.208 6179 1 SWFOR 938 917 2803, 650, 2.125 623 500 500 2.208 6179 1 1/4 6000 MdHC 533 .s28 2450 650 2.113 586 500 671 2.208 4743 1 1/4 9wR 672 6c0 2585 650, 2.250 642 500 500 2.208 4743, t.1/2 6000 Sawc 50A 593 2440, 650 2.267 630 500 700 2.208 4648
!=l/2 S*R 836 .R04 2694 650, 2.500 726 500 ,500 2.208 4648, 2 6000 S*HC 735 725 2444 650 2.580 722 500 677 2.208 4527, 2 98R 969 037 2605 650, 2.813 817 500 500 2.209 4527 h
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P pipe M A T E R I s t, S 343121p304 SA376TP304 54376T9316 .' ' FITTING MATEaTAISt SA182 F304 9 ROANCH FITTING FITTING 90 DEGREE "Ax!wu" REINFORCEMENT HINIMUM SPACING ALL0aahtE , SIZE FITTTHG AVEU4GF MINTMUM RR4NCH DESIGN LI"ITS R2 CRITERIA DESIGN PRESSURE Typr wall walt .......*........ TEMPERATURE LA LN RFQUIRED SQIJ ARE dOOT FUR STRAIGHT ALLOwAPLE DESIGN AND OF RH x TR FITTING TYPE " PRESSURE RFDu! RED R2 ' INCHES Ir4CHES T4CHFS PSI. F INCHFS I NC et E S F04 2500 PSI INCHES PSI, " ^ pfpF $!ZFs 12 TN SCH 100 AVERAGE WALLS 1.125. MINIMUM dALLs 984 Sua telon. ps!, Max! MUM ALLDwaRLE PRESSUREm 2650.ps! Ys 400 " ~ 1/2 S.R 531 899 2650, 650 2.813 .Mif 563 563 2.557 7430 1/2 SaSO9 6PR 656 2650 A50 2.813 617 563 563 2.557 7430 3/8 6n00 SaHC 46h 456 2530, 650 1.89R 532 563 563 2.557 684e, 3/4 9uR 578 946 2617 650 2.n00 572 563 .S63 2.557 6804 3/4 SaF09 .'o89 .A56 2650, 650 2.000 572 5A3 563 2.557 68c4 1 A000 Swwc 533 523 2482 650 2.066 .581 563 630 2.557 6179 I Sam 735 703 2650. 650, 2.250 658 563 563 2.557 6179 I S=FOR 934 017 2650 650 2.250 654 563 563 2.557 6179 1 1/8 6n00 Sawc . 533 528 2317 650 2.238 617 563 1.358 2.557 8743, 1 1/4 hp 672 600 2u30, 650 2.375 .h73 563 .R12 2.557 4743 1 1/2 6000 Sawc 595 593 2303. 650, 2.392 662 563 1.380 2.557 4648 , 1 1/2 ShH 836 .ane 2518 650 2.625 .757 563 563 2.557 8648, 2 6000 Sawt 735 725 2298 650 2.705 753 563 1.348 2.557 4527, 2 Sd8 969 937 2512 650, 2.938 845 . H. 3 563 2.557 4527 a.o h .
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s appLICA8LE FnR WATFRiatS PIpf MATERIALR: S4312TP304 SA376TP304 SA176TP316 FITTING *ATFDIAtSS 34182 F 304 BRANCH FITTING FITTING 9D DEGREE MAXIMUM REINFt1RCEwENT MINIMUM SPACING ALLOWa8LE SIZE F I T 714t; AVERAGE NINTMUM PRANCH DESIGN LlH!13 R2 CRITERIA DESIGN PRESSURE 's ^ TYPE wall H At t ................ TEMPERATURE LA LN WEQUIRED SOUARE Roof FOR SiwAIGHT ALL0dARLE DESIGN AND DF RM X TR FITTING TVPE PRESSURE REQUIRED R2 ' INCHFS INCHC$ INCHE S PSI. F INCHES 16CHFS FOR 2500 PSI INCHES PSI. Plot sizes 14 IN SCH 140 AVERAGE WALLS 1.250e MINIMUf4 WALLS 1.094 S 'es 16100 pSt. Max! MUM ALLliwARLE PRESSUREm 2683. PSI Ya 400 1/2 9d9 531 499 2683 650 2.938 845 625 625 2.823 7430 1/2 SwFna 69R 656 2683 650, 2.938 848 625 .o25 2.423 7430 3/4 6000 swuc 466 456 2557 650 2.023 563 625 625 2.823 6844 , 3/4 SmR .579 .546 2635 650 2.125 .e03 625 625 2.823 6844 3/4 s m F ria 694 656 2683 650 2.125 603 .a25 625 2.823 6844 I 6000 SwwC 533 523 2507, 650 2.191 612 625 625 2.823 6179 ' I swm ,735 703 2673 650 2.375 686 625 625 2.823 6179 1 S*rra 93R 917 2683 650 2.375 686 625 625 2.823 6179 1 1/4 6000 sawC 533 528 2348 650 2.363 648 625 1.383 2.823 4743 ' 1*1/4 swr 672 640 2440 650, 2.500 704 625 832 2.823 4743 l.1/2 6000 saut ,598 593 2331g 650 2.517 693 625 1.433 2.823 4648, 1 1/2 Mwm 836 .a04 2526, 650 2.750 788 625 625 2.823 4648, ^ 2 6000 SdHC 735 725 2317 650 2.830 784 625 1.436 2.823 4527 2 Sw9 969 .o37 2512 650 3.063 880 ,625 625 -2.823 4527 e M. D N
b t' t C ; ; l .l P . Appl 1CARLE FOR M ATFot AL S P pfPE MAfrutALst SA376TP304 SA312TP304 SA376TP3 n ,. Ff7 TING MATERIALSI $4182 F30s a BRANCH FITTING FITTING 90 DEGREE MAXT*UM REINFf1RCEMENT MIN!wuM SPACING ALLUaABLE P SIZF FITTfsn AVEnAGE ufNfwUM BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE TYPF aALL *ALL ................ TEMPERATURE LA LN REQUIRED SOUANE ROOT FOR STRAIGHT ALLOaABLE DESIGN AND OF RM N TR FIT 11NG TYPE
- PPESSURE REQUIRED R2 INCHES INCHES INCHFS PSI. F INCHES INCHES FOR PSn0 PSI . INCHES PSI, PIpF Stzrs ? TN SCH 1h0. AVERAGE WALL 343, ufNIMUM WALLS 300 SMs 15900 AST. HANIPUM ALLOWABLE PRESSURE: 4470,9s1 Ys 400 I/2 SwP. .'531 .a9e aa70 700 1.093 38e 266 266 .S90 7338 1/2 S h F t1R e .ePS 656 4470 700 1.218 474 3aa 34a 590 7338 3/4 6000 SdHC .ce6 456 4470 700 1.116 367 233 233 590 6759 3/4 SaR* 57A 546 4470 700, 1.218 435 269 289 590 6759, 3/a 8.rnP* 6AA .h56 4470 700, 1.218 474 344 3a4 590 6759
*CnHR]NaifnN 'iO T REC 04*ENnEn SINCE Rt!N P!pE MALL THICKNESS AND/QR NOMINAL PIPE SIZE RELnd VALUES
, SMnnN 09 unn rS.? e 7 7 4 M N
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- PIDE HaTEnfalS 3437619304 SA312TP304 Sa3767p3ts FITTING MaTF of at S 3a182 F304 r
BRANCH FITTING rITTING 90 DEGREE MarIHUM REINFORCE"ENT "INIMUM SPACING ALL0aaBLE SIZE FITTINn avERAGF MINIMUM BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE F ~' TvpE
- A L L, WALL ................ TEMPERATURE LA LN REQUIRED SQUARE ROOT FOR SfkAIGHT ALL0daBLE DESIGN AND OF kM k TH FITTING TYPE I PRESSORE REQUIRED R2 ~
INCHES INCHES INCHES PSI. F INCMES INCHES FOR 2500 PSI INCHES PSI.
- ~
PIPE SIZFs P.1/7 IN SCH 160 AVERAGE MALLn 375. utNIMUM WALLS 328 R *t s 15900 P$I. MAXIMUM ALLOdA8LE PRESSURE: 1994. PSI Tu 400 I 1/2 Mwee 3994 531 .c99 700 1.125 366 266 266 685 7338 1/2 SarnRe 698 656 3994 700 1.250 474 344 344 685 7338, 3/4 6000 SWwC 46A 456 3994 700, 1.148 367 253 233 685 6759 I 578 546 3994.' 703 435 249 269 685 3/4 Swu* 1.250 6759, 3/4 Swr 0R* 64R 656 1994 700 l.250 474 344 344 685 6759, 1 6000 S=HC 533 523 3994 700 1.3th 433 267 267 685 6102 I SdO* 735 3994 1 703 700 1.500 557 368 368 685 6102, 1 SdFnHe 934 917 3904 700 1.590 627 469 469 685 6102 r - etnMBINATION NOT RFCOM= ENDED SINCE RUN PIPE WALL TMICMNESS AND/OR NOMINAL PIPE SIZE DELod VALUES SMDaN ON MDC.ES.2 r r r - P - 7 - r - r f f"
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!. g -l > ~ . m APPLTCABLE FOR MATER!al3 # 'g pfpE *ATFRIALSI SA376Tp304 SA312TP304 SA376TP316 FITTING MATFutatSt S4182 F304
- m SRANCH FITTING FfTTTNG 90 DEGREE H A X T HU'I REINFORCEFENT MINI *UM SPACING ALLOWABLE
, SIZE FITTING AVERAGE MINIMUM RRANCH DESIGN LIMITS D2 CRITERIA DESIGN PRESSURE Type FOR STRAIGHT '
WALL dALL ................ TEMPERATURE LA LN REQUIRED SOUARE ROOT ALL0dABLE DESIGN AND OF RM X TR FITTING TYPE m PRESSURE RF.Qu! RED R2 INCMES INCHES INrHFS PSI. F INCHES INCHES FOR 250CPSI INCHES PSI.
^
P I P F. STZEs . 3 TN SCH 160, AVERAGE WALLS 43Be MfNIMUM walls 383 Sus 15000 PSI. MAYI"UM ALL0dARLE PRESSURES 3A16. PSI Ys 400 1/2 Sa9e 531 499 3N16 700 1.188 386 266 266 619 7338 1/2 5-FOR* 688 656 3816 700 1.313 474 344 344 619 7338
, 3/4 6000 SawC 466 .a56 3816, 700 1.211 367 233 233 819 6759, ^
3/4 5.R* 579 .546 3616, 700, 1.113 435 .789 289 819 6759 3/4 SaFOR* 688 656 3816 700 1.313 47a 3a4 344 819 6759
, t 6n00 MaMC 533 523 3816, 700 1.379 .a33 .267 267 819 6802, '
1 SkR* 735 703 3816, 700 1.563 557 368 3e 9 819 6102 i SaFnge ,939 917 3816 700 1.563 627 469 469 819 6102
, t.1/4 An00 SaMC .533 528 3566 700 1.551 469 2A7 267 819 4684 '
t=1/u SwRe 672 640 3816. 700, 1.688 ,560 .336 336 819 4684
*COMPINATION Mni orCuaMENDFD SINCE RUN PIPE WALL THICKNESS AN0/OR NOMINAL PIPE SIZE BELOW VALUES SH0aN ON unn.ES.2 e.
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b . a 4 APPLICARLE F04 .ATFRIALSI i pfPE *ATEnt4LS: SA376TP30s SA312TP30c SA376TP3th FITTING .ATERTALSI SA182 F30s IMANCH FITTING FITTINr. 90 DEGREE MAXIMUM REINF04 CEMENT MINIMUM SPACING ALLOWASLE SIZE FITTING AVERAGE u!NIMUM BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE . TTpF "ALL W AL L ................ TEMPERATURE LA .A REnUT#ED SQUAEE ROOT FOR STRAIGHT
^
ALLOWABLE DESIGN AND OF RM x TR FITTING TTPE PRESSURE REQUIRED R2 INCHES INCwES fNCHES PSI. F INCHES INC HE S F0p E300931 INCHES PSI. ' PIPE ifZEe a 1N SCH 160. AVERAGE NALLs 531. MINIMUM WALLS 465 ' SHs 15900 PSI. MAXIMUM ALL0dARLE PRESSURE: 3579. PSI Ta .a00 1/2 SWRe .'531 .no9 3579 700, t.281 386 266 266 1.027 7338 1/2 SkFORe 6AR 656 3579 700, 1.406 474 304 344 1.027 7338, 3/a n000 Sawc 466 456 3578 7u0 1.304 38o .P66 2c6 1.027 6759, 3/a swRe .57a ,su6 3579 700, 1.a06 435 289 289 1.027 6759 3/4 S*Fone . ERR 656 3579 700 1.406 47a 3ao 3ae 1.027 6759
! 6000 S=HC 533 523 3536 700 1.472 .G33 267 267 1.027 6102, 1 SWR * .735 703 s 3579 700 1.656 557 .3h8 368 1.027 6102, 1 SaFnRe 938 917 3579.' 700 1.656 627 ,469 869 1.027 6102
!=l/4 6nno SwHC 533 52R 3229 700 1.64c .u69 267 267 1.027 4684, 1 1/4 Swa. .e72 6a0 3579 700 1.791 560 336 336 1.027 e684 1 1/2 6000 SwHC 598 593 3P75 700 1.798 530 .Poe 299 1.027 4590 1 1/2 Swpe .R36 . Roe 3579 700 2.031 6H5 418 415 4590 1.027
*COMR}NAT]DN NMT RfCfMMENnEO SINCE RUN PTPE WALL THICKNESS AN0/OR NOMINAL PIPE SIZE BELOW VALUES SHowN ON Hor.ES.2 t
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6 I; . s a , I. l l sPPLICAPLE FnR MATERTAf.SI f p!DE NATE#fALMt SA376TP304 S&312TP304 SA37bfP316 , FITTING MATFufatSe SatP2 F300 RRANCH FITTING FITTTNG 90 DEGREE MAXIMUM REINFnkCE"ENT "IN!wuM SPACING ALL0n&BLE SIZE FTTTTNG AvFRAGE MTNtuuM RAANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE ' TYoF =ALL wat t ................ TEMPERATURE La t. N REQUIRED SQUARE ROI)T FOR STRalGMT ALLndARLE DESIGN AND OF RM X TR FITTING TYPE PRESSURE REuu!HED R2 ~ INCHES INCHES INCHFS PSI. F INCHES INCHES F04 2SorPSI INCHES PSI. PIPE STZFa 5 IN SCN 160, AVERAGF WALL 625, w!NIMUM WALLS 547 9am 15900 pST, Max!wuM ALL0nARLE PRESSURE = 3393. PSI Ys 400 1/2 Rws* 531 ,499 3193 700, 1.375 410 313 333 1.242 7338 1/2 SaFnme .e89 656 3393. 700 1.500 474 344 344 1.242 7338 3/4 6000 Swwt ,466 456 3337, 700 1.308 407 313 313 1.242 6759, 3/4 S=P= 578 546 3393 700, 1.500 447 313 313 1.242 6759, 3/4 SwFnne 6aA 656 3393 700 1.500 474 344 344 1.242 6759 I 6n00 SawC 533 523 3299 700 1.566 456 313 313 1.242 6102, 1 SwA* 735 703 3393, 700 1.750 557 368 366 1.242 6102, 1 S.rnpo 918 917 3393 700 1.750 627 469 469 1.242 6102, 1 1/4 6000 SwHC 511 529 3017 700 1.73P 492 313 313 1.242 46B4 ' 1 1/4 hae 672 640 3285 700 1.875 5a0 316 336 1.242 4684 t.1/2 6000 S=NC 598 593 3029 700 1.H92 537 313 313 1.242 4590 1 1/2 Swee 436 .p04 3393, 700 2.125 6M5 416 418 1.242 4590 2 6000 3.Hr 735 725 3121. 700 2.205 656 368 369 1.242 4470, 2 SwA* 969 437 3393 700 2.418 *09 4R5 485 1.242 4470, aC041 NATION ont RECO*=ENDF0 $1NCE RUN PIPE WALL THICKNESS AND/OR NOMINAL PIPF SIZE RELOW VALUES SH0aN 09 u n r..E S -2
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h kI,. h, ( i( (; APPLICAPLE FOR *ATFRIALS PfpE MATre14LS: SA376TP304 SA312TP304 SA376TP3to FTTTING MATERIALSI SA192 F300 RAANCH FITTING FTTTING 90 DEGREE HAXIMUM REINFORCEMENT HIN!"UM SPatinG ALL0aABLE SIZE FITTING A V E R 4 r.E w!N!WUH 8 RANCH OESIGN LIMITS R2 CRITERIA DESIGN PRESSURE ' TTPE WALL WALL ................ TEMPERATURE LA LN REQUIRED SQUARE RDOT FOR STRAIGHT AltonAHLE DESIGN AND OF RM x TR FITTING TYPE PRESSURE REQUIRED R2 ' INCHES INCwES INCHES PSI. F INCHES INCHES FOR 2500PS! INCHES PSI. P]PE Sf2Em 6 IN SCH 160, AVERAGE WALLS 718, HINIMUM = ALLS 628 Sus 15000 PSI. MAXIMUM allow ABLE PRESStlREs 3263. PSI Te ,400 1/2 SWR
- 531 499 3263 700, 1.466 433 359 359 1.456 7338 1/2 Swrnae 68A 656 3263 700 1.593 4H2 .359 359 1.456 7338 3/4 6000 S.HC 466 .a56 3173, 700, 1.491 430 359 359 1.e56 6759 "
3/8 5 '* R * .578 .%46 3263 700 1.593 470 359 359 1.456 6759 3/4 SarnRe 6BA 656 3263 700 1.593 482 359 359 1.a56 6759 I 60D0 S=HC 533 523 3122, 700, 1.659 479 .359 359 1.456 6102 ^ 1 Same 735 703 3263.. 700 1.843 557 368 368 1.456 6102 1 3%Foa* 938 917 3263 3 700 1,843 627 .o69 469 1.a56 6102 1 1/4 6000 Swwt 533 528 2875. 700 1.831 515 350 359 1.456 4684 ~ 1 1/4 5mae 672 640 3u89, 700 1.968 571 359 359 1.456 868a. 1*1/2 6000 SawC 594 593 2879 700 1.985 560 359 359 1.c56 4590, 1 1/2 SwRe 836 .ana 3263. 700, 2.218 665 418 .atm 1.e56 a590 ~ 2 bono SaHC 735 725 2921.' 700 2.298 .e56 368 369 1.456 4470 2 Sue .'969 .o37 3263 700, 2.531 609 .o85 445 1.456 a470
*COMRINATynN re)T RFC0"wENnEO SThCE RUN PtPE HALL THICKNESS AND/OH NOMINAL PIPE SIZE BELnd VALLES GHanN 09 +r..E S 2 _
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........................ p PIPE MATEpfaLS: SA376Tp304 94312Tp304 34376TP3th FITTING MATFufALSI S4182 r30a 2 ~
08ANCH FITTING FifttNG 90 DEGREE MAXIMUM #EINFORCEMENT MIN!wum SPACING ALL0wABLE , SIZF F I T T f Nr; AVERACE prNImug BRANCH DESIGN LI%ITS R2 CRITERIA DESIGN PRE SSURE , TYpF WALL wall ................ TEMPERATURE LA LN REGUIRED ScVARE RDOT FOR STRAIGHT ALLONARLE DESIGN AND OF R4 1 TR FITTING TYPE , PRESSURE DEQUIRED R2 , INCHES INCHES INCHFS PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. PIPE Sf2Es R IN SCH 160. AVERAGE WALLS 906, MINIMU'9 dALLs 793 sus 15900 PSte MAXIHOM ALL(1dABLE PRESSURES 3155.pST Yz .c00 1/2 SwH 531 .ao9 3155, 700 1.656 480 .a53 ,a53 1.870 7338 1/2 S.rnR 69A 656 3155. 700 l.781 529 453 453 1.970 7338 , 3/s 6000 Smut .o66 .a56 3027 700 1.679 477 453 453 1.870 6759 3/4 swr 57R. 546 3155. 700, 1.781 517 453 453 1.870 6759 3/s ShFne 688 656 3155 700, 1.781 529 453 .a53 1.870 6759 , 1 6000 smHC 533 523 2971. 700, 1.847 526 453 .uS3 1.870 6102, 1 9am 735 703 3155, 700, 2.031 600 853 453 1.870 6102 1 RdrnR 939 917 3155. 700 2.031 627 ,an9 .469 1.870 6102 , 1 1/4 6000 Srwt 533 528 275a. 700 2.019 562 .a53 ,a53 1.870 4684
!=1/4 swr 672 640 2919 700 2.156 618 453 453 1.870 4684 1 1/2 6000 sawt g 598 593 2745, 700 2.173 607 453 453 1.870 a590
, 1 1/2 Sdn 836 .aos 3052. 700, 2.406 702 453 .a53 1.870 4590 2 6000 S=wt ,735 725 2755. 700 2.486 698 453 453 1.870 4470 2 Sw4 960 937 3072. 700 2.719 809 485 485 1.870 4470 P 6 7 * ? .. A
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? ^ ApplTCABLE FDR MATEDIAtSt f, _ PTPE MATFRIALS: SA376TP304 SA312TP304 SA376TP316 FITTING MATFRIALS SA182 F304 e - s BRANCH FITTING FITTING 90 DEGREE MAXtMUM REIMFORCEMENT MINIMUM SPACING ALLOwAPLE SIZE FITTfMG AVENAfF *INf uttM RRANCH OESIGN LIMITS R2 CRITERIA- DESIGN PRESSURE ^ t y p F. WALL w A t t, ................ TEMPERATURE LA LN REcu! RED SQUARE HOUT FOR STRAIGHT ALLOWARLE DESIGN ANO OF RM X TR FITTING TYPE , PRESSURE REQUIRED R2 ^ INCHFS INCHES THrHES PSI. F INCHES INCHES FOR 2500PS] ]NCHES PSI. PIPE SIZF= to IN SCH 100, AVERAGE WALLS 1.000 MINfMUM NALLs .R75 Sus 15000 Pmt, uAXIMUM ALLnwARLE PRES $URE 2769. PSI TE 400 t/2 SwH 531 .ao9 2769, 700, 2.719 .h09 500 500 2.208 7338, 1/2 5%FnR 68M .656 2769 700 2.?!9 600 500 500 2.208 7338 3/# 6000 Sawc .chh .u56 2651. 700, t.773 501 .500 500 2.208 6759, 3/4 9wR 57R 546 2754 700 1.875 541 500 500 2.208 6759 3/4 9wFnR 6H8 656 2769 700 1.P75 541 500 500 2.206 6759 I 6000 SawC 513 .523 2602. 700 1.941 550 500 500 2.208 6102 1 SwH 735 703 2769 700, 2.125 623 500 500 2.208 6102 ' 1 Swrns ,938 ,g17 2769 700 2.125 623 500 500 2.206 6802 1 1/8 6000 SwHC 533 528 Pa20 700 2.113 .586 500 781 2.208 4684
^
1 1/a sak 672 400 2553. 700 2.250 642 500 500 2.208 4684 1 1/2 6000 S*HC 509 593 2010. 700 2.267 630 500 606 2.208 4590 1 1/2 saR 636 .R04 2660, 700 2.500 726 500 500 2.208 4590 2 6000 SwHC 735
- 725 2413, 700, 2.5mo 722 500 778 2.209 4470 2 Swa .'960 037 2661. 700 2.M13 817 500 500 2.208 4470
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f R r m apPLICARLE FOR wATFPfAL$t I PIPE MATEGIALS: SAT 76TP300 SA312TP304 SA370TP316 FTTTING MATF83TALS SA1P2 F304 y . QRANCM FITTING r!TTTNG 90 DEGREE Ma*1 MUM REINF08 CEMENT MINIMUM SPACING ALL0aABLE SIZE FITTING AvtRAGE " I N T "'.'" RRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE T Y P F. = A l t. =ALL ................ TEMPERATURE LA t. N REQUIRED SQUARE ROOT FOR STRAIGMT ALL0aAPLE DESIGN AND OF RM h TR FITTING TYPE PRESSURE RE0utRED R2 P INCMES INCHES TNCwFS PSI. F TNCHES INCHES FOR 250CPST INCHES PSI. P P!pt SIZES 12 TN SCM 140. AVERAGE WALLS 1.125, w!NIMUM MALLS 984
^
s== 15000 PSt. M A x t utlM ALL0dARLE PRESStlREs 2617.931 Ys 400 P
- 531 2617 817 563 563 2.557 7338
^
t/2 San ,a99 700, 2.813 1/2 S.rne 6MB 656 2617 700 2.813 817 563 563 2.557 7338 3/4 6000 S.wt 466 456 2490 700, 1.898 532 563 567 2.557 6759 P w r, 2585. 563 563 2.557 6759 3/4 57A 586 700, 2.000 572 3/4 Soon 6M9 656 2617, 700, 2.000 572 563 563 2.557 6759, t 6000 swHC 533 523 2451. 700 2.066 581 563 748 2.557 6102 O 1 Swe 735 703 2617 700 2.250 654 563 563 2.557 6102
- 1 SWFn9 938 917 2617 700 2.250 654 563 563 2.557 6102, 1 1/4 6000 SwHC 533 .524 2288 700 2.238 617 563 1.493 2.557 4684 t=1/4 Sw9 672 .nuo 2000, 700, 2.375 673 563 925 2.557 a684 1 1/2 6000 Swwt 598 593 2275. 700 2.392 662 563 1.515 2.557 4590 f
1 1/2 Sd8 .,836 .ros 2487 700 2.625 757 563 605 2.557 4590, 2 6000 SwwC 735 725 2269 700 2.705 753 563 1.475 2.557 4470, 2 Swa 969 .c37 24mt. 700 2.938 84A 563 623 2.557 4470 r m s . ( R' P m r ^ f R. r m: 2 m f m
( Appl 1C AI4LE Fou w A TFRI AL SI ptPE MATEo!ALS SA376Tp30a SA312TP304 SA376TP316 9 FITTING .ATERf4L$s 54182 F 304 9 BOANCH FITTING FITTING 90 DEGREE HAXIMUM REINFORCEMENT MINIMUM SPACING ALL0dABLE
, SIZE FITT!PG AVERAGE MIwIwvH BRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE Typt WALL WALL ................ TEMPERATU4E LA LN REQUIRED 300ARE ROOT FOR STRAIGHT 9 ALLO.ARLE DESIGN AND OF HM X TR FITTING TYPE , PRESSURE RFQUIWED R2 INCHES INCHES TNCHES PSI. F TNCHES INCHES FUW 2500 PSI INCHES PSI. 9 P!PE Sf2Fs to TN SCH 140, AVERAGE WALL l'.250, utNTMUw WALL 1.004 9 9*= 15900 PSI. wAXIMUM ALLnwARLE PRESSUREm 2650. PSI vs 400 1/2 Swa 531 .a99 2650 700 2.938 848 625 625 2.e23 7338 9 t/2 SwFne 6AR 656 2650, 700 2.934 .Bae 425 625 2.823 7338 , 3/4 6000 Swwt 466 .a%6 2525. 700 2.023 563 625 625 2.o23 6759, 3/s Swa 57R .Sc6 2002. 700 2.125 603 625 625 2.823 6759, 9 3/4 SwFOR 649 656 2650, 700 2.125 603 625 625 2.823 6759 , t 6000 SwHC .533 523 2476 700 2.191 612 625 731 2.823 6102 I S.R 735 703 2640 700 2.375 656 625 625 2.823 6102 9 i SwFnA 939 917 2650 700 2.375 686 625 625 2.823 6102, 1 1/n 6000 Sdwt .533 529 2319, 700 2.363 648 625 1.544 2.823 4664 1 1/u 9wn 672 .Au0 2419, 700 2.500 70C 625 962 2.823 e684 9 1 1/2 600n SwHC 598 593 2302, 700 2.517 .n93 625 1.588 2.823 4590, 1 1/2 SWR 836 .R00 2490 700 2.750 789 625 646 2.823 4590 2 6000 SWMC 735 725 22 A9.' 700 2.A30 784 625 1.581 2.e23 4470 9 2 Swp 969 937 2481. 700 3.063 880 625 692 2.823 8470 m
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(. ' a APPLTCARLE FOR MafER14LSI PIAE MafERIALS: 3437619316 1. FITTING MATF4TALSI SAtM2 F304 z BRANCH FITTING r!TTING 90 nEGREE HAXIMUM REINFORCEMENT HINIMUM SPACING ALL0a&BLE , SIZE Fiff!NG AVERAGE afNIMUM HRANCH DESIGN LIMITS R2 CRITERIA DESIGN PRESSURE TYPE "ALL WALL ................ TEMPERATURE LA LN RFQUIRED SQUADE ROOT FOR STRAIGHT ALLOdARLE DESIGN AND nF HM x TR FITTING TYPE 3 PRESSURE REQUIRED R2 INCHES INCHES TNtMES PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI. A Pipe RIZEs 2 TN SCH 160, AVERAGE WALL 343, MINIHuN WALLS 300 9M3 16300, 031 MAXIM'J" ALL0dA9LE PRESSURE 4563.PS1 Ya 400 t/2 Svue 531 .e99 4583.' 700 1.093 377 266 266 590 7522 1/2 SdFnma 688 656 45A3. 700 1.218 403 344 344 590 7522 , 3/a 6000 SawC .a66 .o56 4593. 700, 1.116 358 233 233 590 6929 3/4 Swee .578 546 4583. 700 1.218 425 299 289 590 6929 3/4 Swrnae 688 656 4583. 700 1.218 463 344 .3aa 590 6929 eCOM AINaf to'4 unf RECO:4 MENDED S!t:CE RUN PIPE MALL THICKNESS AND/OR NnHINAL PIPE SIZE RELOW VALUES , SMnaN ON w h r..E S .2 a N 9 9 9 9 m
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( P , applItanLE FOR MATERTALSt SA376fp316 _s PIPE *ATERIALS: Fiti!NG *ATERiatSt SalP2 F304 a , RRANCH FITTING FITTING 90 nEGREE MAXI"Ud REINFORCE"ENT WINIMUM SPACING ALL0dAHLE , Sf2E FITTING AVEpacr "INimu4 ARANCH DESIGN LIMIT 3 R2 CRITERIA DESIGN PRES 5URE TypF ' m4LL m4LL ................ TEMPERATURE LA LN RFQUIRED SQUARE ROOT FOR STRAIGHT ALLnaAALE DESIGN AND OF RM x TR FITTING TYPE PRESSURE REQUIRED R2
- INCHES ^
INCHES INCHFS P51. F INCHES INCHES FOR 2500 PSI INCHFS PSI. PIPE SIZES 2 1/7 IN SCH 160. AVERAGE WALLS 375, wfNIwuH WALLS 325 ' Swa 1630n. Pst, MAv!wuM ALLOWAHLE PRESSURES 4094. PSI Ys 400 1/2 5*R. f53t 499 4004 700, 1.125 377 266 266 685 7522 1/2 S=FOR* 686 456 4094 700 1.250 463 344 344 685 7522 , 3/4 6000 Swwt 466 .a56 4094 700, 1.148 358 233 .233 685 6929 3/4 mwn. .578 .s46 4094 700 1.250 425 289 289 685 6929 " 3/4 S*Fnne .hae 6 ~s 6 4094 700 1.250 463 344 344 685 6929 , I 6000 Sawc 533 523 4094, 700, 1.316 422 267 267 685 6255, 1 PHR* 735 703 4094 700 1.500 543 368 368 685 6755 ~5 1 SarnR. 93m 917 4094 700 1.500 611 469 469 655 6255 m stodBINAT10=a unt RECOMMENM D 9]D'CE RtlN PIPE WALL-THIC4 NESS AND/OR NOMINAL PIPE SIZE BELnw v& LUES SH0hN ON H0r,.ES.2 i 2 S N 3
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apptICARLE FOR MATERIALS: pfpF MATERIAL $$ S4376TP316 { FITTING .ATERistS Sale 2 F30s RRANCH FITTING FIff1NG 90 DEGREE M a ir t utlM REINFilRCEMENT MIN!.UM spacing ALLumaBLE Df2E F i f f t.:n AvtRAnE MINIMUM HRANCH DE SIGN LIMITS R2 CRITENIA DESIGN PRESSURE Tvpr wall rALL ................ TEMPFRATURE LA t. N RtQUIRED SQUARE ROUT FOR STRAIGHT ALLOWABLE DEStr.N AND OF Rd X TR FITTING TYPE . PRESSURE REQJIREO R2 INCHES INCHES It;CHES PSI. F INCHES INCHES FOR 2500 PSI INCHES PSI,
^
PIFF Sf2E= 3 IV SCH 160, AVERAGE WALLS ,c38, urNIMUM WALLS 383 Ss 16300 PSI. warIMUM ALLOWABLE PRESSURE 3912. PSI Ys 000 1/2 ShR* 531 .a99 3912 700 1.tR8 377 266 266 819 7522 t/2 SaFOR* .6PS 656 3912. 700 1.313 463 344 344 819 7522 3/4 h o t' 0 Swwc 466 456 3012. 700 1.211 358 .233 233 919 6929 ~ 3/a S*R* .576 .5c6 3912 700 1.313 425 289 289 819 6929 3/4 S 6 09* .6M .A56 3912, 700, 1.313 463 344 3a4 919 6929 t 6000 SdMC 533 523 3912. 700, 1.379 .o22 267 267 819 6255, 1 Swas 735 703 3912 700 1.563 543 368 369 619 6255 1 SdFnR* 939 917 3912. 700, 1.563 611 .c69 469 819 6255, 1 1/4 6000 SawC .533 92a 3633. 700 1.551 459 267 267 819 4802 672 ' 1 1/4 SwRe 6ap 3912 700 1.688 546 .336 316 819 4802 4COMRINATION *10 T RFCooENDF0 SturE RijN PIDE W Att, THICKNESS ANO/OR HnMIN AL PIPE SIZE sFLOW VALUES ' SM0aN O's Hon.E9 2
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appt f C48LE FOR MATERIAL St ptPE waTEntat.S Sa176TP316 F T T T!'4G Ma Tre f alSe SalR2 F304 m BRANCH FITTING FITTING 90 DEGREE MarIMuM oEINrneCEMENT afh!*U" SPaCI'G ALL0aanLE , SIZF FITTfwG awe 4aGF
- tnt =OM BeaNCH OESIGN LIMITS R2 CeITERIa DLSIGN PeESSURE ^
TYPE wall .at t ................ TEMPERATURE La LN REQdIRED S30aeE ROOT FOR STeaIGwT aLL0daRLE DESIGN aD nF aM x TR F3TTING TTPE PRESSupE WEnUIRED R2 ' INCHES INCHES IwcHES PSI. F INCwES INCHES FOR 2500 PSI INCHES PSI.
~
PIDF SfZFs e IN SCH 160. AVERAGE WALLS 531e MINIMUM aaLLs 465 Swa 16300 PSI. Mar!"U* ALLO"A9LE PRESSuaEs 3669.831 Vs 400 1/2 9 u. 531 .neo 3669 700 1.2A1 377 266 266 1.027 7522 1/2 S.rna. 6m3 656 3n69 700 1.406 463 3oe 3e4 1.c27 7522 3/4 6000 S=wc 466 .c56 3650 700, 1.30s 37e 266 266 1.027 6929 3/e S=me .57A . mob 3689 700, 1.006 425 299 249 1.027 6929 3/4 9wrn9e 68a 656 . 3669 700, 1.406 .a%3 3a4 34a 1.027 6929 1 6000 5 wt 533 523 3605 700 1.472 .e22 267 267 1.027 6255 1 S.n. 735 703 3669 700 1.656 5a3 363 36A 1.027 6255 I 9dFome 034 917 3 6 h 9.- 700 l.656 611 469 ,869 1.027 6255 1 1/4 6000 sawC 533 .%29 3293 700 1.644 .e58 .Ph7 267 1.027 4802 1 1/8 9dR* 672 .hoo 3659 700 1.781 .See 33e 336 1.027 a602 1 1/2 6000 SAHC .599 593 3341. 700 1.798 517 299 299 1.027 , 8706 1 1/2 9.a= 836 .Poa 3669 700 2.031 669 . eta 418 1.027 4706 _ eC0481NaTIO4 .nf nrCnMuENnFD SINCE 80% Pipe WALL THIC4NFSS AND/nR NOMINAL PIPE $!ZE RELO* VALUES ^ SHna9 (Ps mar;.rS.2 r!
t ( ( ( , e apptfraHLE FOR MATFRiaLS P pipf waTEGT4($g Sa376Tp316 FITTIwG waTrefan5: 54142 F30s , .1 C64NCH FITTING FITTfNG 90 DEGREE = Art UM prfAFORCEFE%7 utNiaum SeaCING 4LlowanLE " Silf F i f f inr. 4WEuaGF mtNf"Um BRANCH DESIGN LIMIIS R2 CAITEW!a CESIGN PaE3SU4E Type wall wa: L ................ TE*pFRafUR'E La LN PEGUIRED SQUAGE R007 Fue STNa!GMT Al.L0a4BLE DESIGN AND nr RM E TR FITTING fvPL
- PRESSURE REQUIRED 02 INCHFS INCHES INCHES PSI. F IhCNES INCHES FOR 2500 PSI INCwES PSI.
P p!PF Sf2Es 5 IN SCW 160, AvEnaGE walls 625, w!Nipu" " ALLS .547 Sam 16300 PSie *AXI*UM ALLndaRLE P8ESSUREs 3e78 PSI Ys .e00 P' 1/2 S.R. .531 .a99 3478 700, t.375 .e00 313 313 1.242 7522 t/2 SwFnae 698 656 3a7s, 7no. 1.500 463 3ae 3ae 1.242 7522 p 3/e en00 Swwt 466 .a56 3406 700 1.198 397 313 .313 1.242 6929 3/4 Swme 578 506 3a7m. 700 1.500 436 313 313 1.2a2 6929 3/4 SwFnme 684 45' 3478 700 1.%00 .a63 3ae 3ee 1.242 6929, 1 600n SawC 513 523 3355 700 1.566 .ea5 313 313 1.242 6255 1 Sw9e 735 70) 3a78 700 1.750 .Se3 368 .368 1.242 6255, i Swrome 934 917 3478 700 1.750 611 .eA9 .a69 1.282 6255 1 1/4 6000 3 wc 533 529 3079 700 1.738 . sed 313 313 3.2s2 4802 t=t/s Swme .h72 6e0 3348 700, 1.875 .546 336 336 1.2a2 4902 1 1/2 6000 3.wt . 599 593 3089.' 700 1.892 523 313 313 1.242 8706 1 1/2 9wne .A36 .aos 3478 700 2.125 668 418 41R 1.242 4706 2 600n swwt 715 725 3179 700 2.205 6a0 368 368 1.242 a583 2 Swas 969 937 3e78 700 2.a38 790 . ass 8a5 1.242 4583 s'CO*RIN Af f 0w NOT GFCr1* MEN 9F0 SYNCE QUN PIPE mall THICNNESS AN0/OR NOMINAL PIPE SIZE 8FLnd VALUES Swn.N nN e r..ES.2
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I 4 apPLICa0LE FnW HaTEcf at 5: 3 ptPE waTEntaLA Sa376TP116 FITTING .aftsfatSt 54182 F308 ERANCM FTTTING FITTING 90 DEGREE waripuM mEINFO*CE"ENT .INI=U9 SPACI%G aLLD=& ELE SIZE FITTING AVE 94GE PeaNCH DESIGN Lla!!S R2 CRITERta DESIGN ParSSuME - TypF ".fNTuu* ^
.aLL aLL ................ TE*PERATURE La LN R FGtfl e ED SGuaaE =007 FDe STRAIGHT ALLndaRLE nFSIGN ann OF R= x TR F11 TING TYPE PWESSURE GEcOIRED R2 '
INCHES INCwt 3 19turS PSI. F 14CHES 1%CHES FUG 2500 PSI INCHES PSI. P!PE stZF8 6 TN SCH 160. AVERAGE walls 7te. =fNIMuu a4LL= 628 Sam 18300 PSI, warl.uw ALLnaastr PRESSURES 3345. PSI vs 400 1/2 S=9e 53t .a99 3345 700, t. abs .s22 359 359 1.456 7522 1/2 5=Fnae 649 656 3345 700, 1.593 870 359 359 1.e56 7522 3/4 6000 SawC 466 .e56 3240 700 1.491 .a20 35g 350 1.456 6929, 3/4 Same .57a . sos 3345 700, 1.593 459 359 359 1.e56 6929 3/a SdFnme .naa 656 33e5 700 1.593 .a70 359 359 1.356 6929 1 6000 M=wC 513 523 31A6 700 1.659 467 .359 359 1.456 6255 , 1 Sdme 735 703 3345 700 1.8a3 5a3 3AM 368 1.e5% 6255, 1 S.Fnne 934 917 3345 700 1.843 611 .an9 .a69 1.e56 6255, 1 1/4 6000 SdHC .533 .528 2034 700, t.P3s 503 459 359 1.456 a802, ' 1 1/4 Swee 672 .Aeo 3150 700, t.968 557 .359 359 1.a56 se02 3 1/2 6000 SaHC 59m 5e3 2937 700 1.085 586 359 359 1.e56 4706 1 1/2 SwHe 93% .a04 }3e5 700 2.216 608 418 .alR 1.a56 a706, ' 2 6000 Sawc .'735 725 2978 700 2.204 640 368 .los 1.a56 ass 3 2 P 9e 969 937 3345 700 2.531 790 .a85 .*e5 1.856 8583
*CD*4!NaffnN N77 RFC H=Et!?fD SINCF RUN P!PE wall Tw1CNNESS aN0/DR Nn"T*4L PIPE SIZE PELna VALUES
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A 9 m appttca9tE Fne w&TEpfal,St PIPE MaTEefaL33 SA37afp316 FITTING Marfsfat$3 SalM2 F304 m SaANCH FITTING FITTING 90 OEG4EE *Axt=U" AETNF0eCEPENT HINIMUM SPACING ALLama8LE SIZE FITTING a v E n a r.E a!%1.uw Se4NCH DESIGN LIMITS R2 CRITERIA DESIGN PwESSUWE
- typr wall r4LL ................ TE*PEWaTURE La LN REQUIRED SQUahE ROOT FOR STRAIGHT ALLnaAHLE DFSIGN aND or em a TM FITTIhG TYPE PHFSSU4E REGUIRED R2 INCNFS INCHES TNCHES ASI. F TWCHES 1%CHES FGQ 2500 PSI INCHES PSI.
P!pE STZFs 8 IN SCH 160 avERAGF walls 906. MIN!*UM =&LLs 793 9 Sus 16300, ps!. wax!MUN atL0aASLE PRESSUREa 3234.p31 Ya .a00
,531 3234 453 .a53 1.870 7522, 9 1/2 %R 499 700, 1.656 469 1/2 Sarn8 649 656 3230 700 1.7mt 516 .a53 453 1.870 7522 3/4 6000 SawC ,466 .a56 3093. 700 1.679 466 .a53 453 1.870 6929 349 578 546 3222, 700 505 453 453 1.870 6929 9 3/8 1.781 3/4 Sarna 6mm 656 323a. 700 3.741 516 .a53 453 1.870 6929 t 6000 Sawc 533 523 3030 700, 1.647 513 .e53 .e53 1.870 6255
! iwR 735 703 3234 700 2.031 565 .e53 453 1.870 6255 ~%
1 5arna 93A 017 323e g- 700, 2.031 611 469 469 1.870 6255 1 1/e 6000 9dwt 533 524 2813. 700, 2.019 589 .a53 453 1.870
- 4802 603 .a53 453 1.470 4802 ~4 1 1/4 S.R 672 600 2979 700 2.156 t=t/2 6000 SwHC g 596 591 2R03 700 2.173 592 453 453 1.870 4706 1 1/2 S=9 836 .a04 3113 700 2.406 685 .oS3 453 1.870 4706.-
2 6000 SdwC 735 725 2Rtt. 700 2.496 681 .e53 453 1.870 4593 9 2 Swm 969 .o37 3 30, 700, 2.739 790 .a85 485 1.870 4583 m m 9 9 i m
r-__-___- - - _ _ _ - _ _ _ _ - _ _ _ ._ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ t .. . - i b ki d $.U,$h d a
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7 APDLTCARLE FOR tTERIALS Pipe MATEe!ALS: SA37hTP316 FITTING MAT [Q{AL$3 Sal 82 F300 QRANCH FITTING rtTTING 90 DEGREE Martmum pFINFORCEaENT MINT =UM SPACING ALL0aaeLE , SIZE FIff!NG AVEGAGE W I N I *4 U M HRANCH DESIGN LIMIIS 42 CRITERIA DESIGN PRESSURE TVpE WALL =ALL ................ TEMPERATUWE LA LN R E 0'J ! w E 0 SGUAaE ROOT FOR STRAIGwT ALLDdARLE DESIGN ann OF Rd a TR FITT!=G TYPE ~, PoESSURF REGU!WED R2 INCHES INCHES t a:C H F S PSI. F INCHES INCHES Fue 2500 PSI INCHES PSI. r P!PF SIZES 10 IN SCH 140, AVERAGE WALLS 1.000, nfNIwuM aALLs 375 Mas 16300 Psy, mar!"UM ALL0dABLE PRESSURE 2838. PSI Va 400 1/2 iwe (531 .a99 2538 700, 2.719 790 500 500 2.20s 7522 1/2 Sarne 688 656 2S38 700 2.719 790 .500 500 2.20s 7522 . 3/4 6000 S.wt 466 456 2710 700, 1.773 489 .Sco 500 2.208 6929 3/4 9=8 576 546 2813. 700 1.e75 526 500 500 2.208 6929, 3/4 SaFOR 6R4 456 2838 700 t.875 528 500 500 2.20s 6929 , 1 6000 M*HC 533 523 2658 700 1.941 536 500 500 2.2c6 6255, 1 swr 735 703 2838 700, 2.125 60m 500 500 2.208 6255 1 S'F09 a 934 017 2838 70m. 2.125 608 .500 500 2.208 6255
!=l/a 6000 SawC 533 528 2a72. 700, 2.113 571 .500 566 2.20s 4802, 1 1/8 S=9 672 6e0 2606, 700 2.250 626 .500 500 2.208 8802, 1 1/2 6000 9=HC 59M 503 2a61. 700 2.267 615 500 597 2.208 4706 1 1/2 sau .' 8 3 A .A0n R713, 700 2.5no 708 5n0 500 2.208 a706, 2 6000 AdHC 3 735 725 2462. 700 2.590 70s 500 5m1 2.208 4583, 2 Sd4 0A0 037 2712. 700 2.A13 797 500 500 2.208 e5s3 see M
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N ' i $ l l ap' Lit a%E F 8'O M A T E W T 41.S t ofet *ATFWIAt53 S&37 hip 3tb FITTING P ATFalet St S4192 F300 BashCH rifftNG F I T i t e:G 90 DEGREE MAXfHU" eEINFOECE*f NT *tN!*u= Spacing ALLO-4RLE SIZF FITT1HG A V L O A P.E HINI*UM 4 RANCH -DESIGN LIMITS R2 CdIffala DESIGN PalSSURE fyPE =ALL . a t t. ................ TFmpfwafuRE tA LN NF401pE0 SquanE WOOT FOR Staa!Gwf ALL0aAHLE DESIGN swD OF Nw x TR FITTING T'PE PkESSURE DE00!WED R2 INCHES INCHES f *:Cwr S PSI. F THCHES INCHES FOR 2500 PSI INCHES PSI. Pipe SIZES 12 TN SCH 140, avEnAGF walls 1.125 Mf4fMUM aALLs 944 Sus 16500, pSt. .e00 MAXIMU 4LL0aa8LE PRESSURE 2683. PSI Ya 1/2 Swa 531 099 2683 700 2.813 797 563 563 2.557 7522 1/2 S.Fne 6RR .e56 2683 700 2.813 797 563 563 ?_%%7 7522 3/4 6000 9wwr .chh . ash 2555 700 1.498 519 .563 563 2.557 6929 ' 3/4 SmM .57m .%46 26al. 700, 2.000 556 563 563 2.557 6929 3/4 Swrou .ha9 .A5h 26m3 700 2.000 559 563 563 2.557 6929 t 6000 9awC 533 923 2505 700 2.066 567 .Sh3 563 2.557 6255, ' 1 SWR 735 703 2e83. 700 2.250 638 563 563 2.557 6255 1 Surom 93m .o17 26a3 700, 2.250 638 5e3 563 2.557 6255
!=1/4 h000 S=ut 533 528 2338 700 2.238 602 563 1.216 2.557 4802 '
1 1/4 SwA 672 .hao 2050 700 2.375 657 563 .703 2.557 4802 l.1/2 *000 S*wc .598 .503 2324 700 2.392 645 563 1.2s9 2.557 a706 1 1/2 SmR 836 .m04 2517, 700 2.625 738 563 563 2.557 a70s. 2 h000 SWwC 735 725 2316, 700 2.705 735 563 1.226 2.557 4583 2 $=R .QAo .o37 2530 700, 2.938 628 563 561 2.557 4583 9 9 9 9 9 9 9 9
1. c. c 7x . . APPL iC ARL E FOR ATERIAtSt PIPE .ATERIALS: SA376TP316 FITTING M A TER f at.S t sat 82 F30s 9 GRANCM FITTING FifffwG 90 DEGREE- Ma*IMUM REINFORCEMENT *iNIwuM SPACING ALL0aABLE S!lf sytttNc AVERAGE w!N!wug HRANCH CESIGN LI"ITS R2 CRITERIA DESIGN peESSURE t v 5'E "ALL WALL ................ T E w p E't A T U R E LA LN REcu! RED SQUARE ROOT FOR STWAIGHT ~5 AlLitwAHLE OFSIGN AND OF pu X TR FITTING TvPE PRESSURE REQUIRED R2 INCHES INCwES INCwES PSI. F {NCHES INCwES FOR 2500 PSI INCHES PSI, ~5 P]PE $}ZEa ja TN SCH 1a0. AVERAGE WALLS 1.250 *INTMUM = ALLS 1.094 9 Sus 16T00 PMt. vs .a00
...............................................=.................................................
1/2 swr .531 MAXIMUw ALLD ABLE #RESSURE: 2717.031
.a99 2717 70n. 2.938 .mie 625 625 2.823 7522, 9 t/2 Sarn9 698 656 2717 700 2.936 828 625 625 2.623 7522, 3/a 6000 SnHC .a66 .aS6 2583 700 2.023 549 625 625 2.823 6929, 3/4 SwB 578 .546 26AO, 700 2.125 569 625 625 2.823 6929 9 3/4 SdFnR 6PR 656 2717, 700 2.125 589 625 625 2.n23 6929 t 6non S=HC .533 .523 2531. 700 2.191 597 .e25 625 2.823 6255, 1 S=H 735 701 2696 700 2.375 669 625 625 2.823 6255 '
t SaFOR 93A 917 2717.' 700 2.375 669 625 .h25 2.823 62S5 l.1/4 6n00 9=wC 533 528 2370 700 2.363 632 625 1.226 2.m23 a802 1*t/s $=m 672 6a0 2471 700 2.500 687 625 7p6 2.623 8802 ' tot /2 6000 SawC . 594 593 2352 700 2.517 676 625 1.2ee 2.823 4706 1 1/2 ShR 836 804 2546, 700 2.750 .T69 625 625 2.823 a706 2 6000 S=HC 735 725 2337 700 2.830 765 625 1.297 2.823 e553 3 2 S=9 9h9 937 2531. 700 3.063 .H58 625 625 2.P23 c5R3 S 9 N N 3 m I 9 l
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. PROGRAM *CLis!C. *
- AREA REINFORCEMENT AND STRESS INDEN . ~T
- CALCtfLATIONS FOR CLASS 1 ReANCH CO*HECTIONS- .
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. PER ASME RPVC SECTION III N8=3600 .
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- END OF EXEClif tf14 * ;
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ATTACHMENT 1.2 ( M//7 ' 5tation and Unit Number /67/' 8'8/)f - h( TItie of Ca1euIation 3CA/2/4/ /*M./;C//;W [f45"F22 BA/ 44M/M SN}tl/867P)fW.f Calculation Humber ])Mk'- 3 77 Originally consisting of Pages / through ff . These Engineering calculations cover iterrs relating to nuclear safety. In accordanca with established procedures, the quality has been assured and I certify that the above calculation has been performed, checked or approved as noted below: . Performed by . Ni b 5 Ld Date . Checked by Yf**~1 [* I' *~ Date Approved by / e Date 2" b N 7 Revisien/ Addenda Log: / ' Performed Checked Aoproved Pages Pages Pages By By By No. P.evised Deleted Added Date Date _. Date E$}l'r Yk W'1 WR
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- ATTACHMENT 2 CERTIFICATION OF ENGINEERING CALCULATION Station and Unit Number Catawba Nuclear Station Units 1 and 2 Titie of Calculation Verification of required haif-coup 1ino ratinos for branch connections on Piping drawinqs i
Calculation Number CNC 1206.00-02-1001 Originally consisting of Pages I through 43 . These Engineering calculations cover QA CONDITION 1 items. In accordance with established procedures, the quality has been assured and I certify that the above calculation has been performed, checked or approved as noted below: . Performed by <_' /d,sd bb Date /- 27'7/ f /V V Checked by ,J/DW'fsWWo.% . - 'k , I Date l- WBI l Approved by us2 o Date ( - 2.'l -N l vu yy s DLV_lSION COPY ' [NCO R O~L9J " l Revision / Addenda Log: FEB091W. DADV Pages Pages Pages Performed By
- hecked 7 hoproved /
ry- By" No. Revised Deleted Added Date Date Date
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Form 101.1 Revision 4 .
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r- ,.- , ; s l PROBLEM v Qualification of discrepancies between the half coupling shown on the piping drawings and the Preferred Branch Selection Chart in the Catawba Piping Specification CNS-1206.00-02-1002 Appendix E Table 8.2-7 Half coupling ratings shown on the piping drawings were based on full coupling ratings shown on the PS sheets of Table 8.2-1 Appendix 0 of the Catawba Piping Specification instead of the Preferred Branch Selection Chart. Applicable Codes and Standards ANSI B16.11 1973 ANSI B31.1 1977 ASME Boiler and Pressure Vessel Code Section III Division 1 - 1974 summer addenda Subsection NA Subsection NC Subsection ND Catawba Piping Specification CNS-1206.00-02-1002 (was CNS-1206.00-2.2), revision 16 Welding End Preparations CN-1676-1.1, Detail x, revision 5 See attachments Piping Engineering, Fourth Edition, 1979 a l l l l l l
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FLOW CHART FOR HALF COUPLING ANALYSIS J Do coupling ratings shown in PS sheets of table 8.2-1 and Branch Selection Chart agree? OR Do couplings ratings agree with branch connections not requiring reinforcement per ANSI B31.1-1973, 104.3.1, C.2, ASME NC 3643.2(b) or ASME ND 3643.2(b)?
*see following pages YES NO coupling rating Perform reinforcement calculation acceptable to determine if branch connection will withstand design conditions as stated on affected PS sheet pass -s coupling rating fail acceptable Review all flow diagrams. Do these PS sheets, where the branch connection will not withstand design conditions, appear on flow diaorams?
NO
'. YES .
bi6 af fectl i Does branch connection exist on flow diagram? N0 lno affectl e 9 -_ -.N __ m&
EXEMPTIONS FOR HALF COUPLING ANALYSIS V Branch connections where the run pipe is 2" or less, tees are used. Branch connections where there is less than a 50% reduction, tees are used. Duke does not use 3 " pipe; therefore, this size run pipe was not considered as a possible branch connection. Since a 2" half coupling is the largest used by Duke, a 6" run pipe is the largest for which a calculation may have to be performed. Per ANSI B31.1 104.3.1, C.2, ASME ND 3643.2 and ASME 3643.2, any run 8" or greater is exempt because a 2" branch would be less than or equal to 1/4 the run size. For 6" and less, pipe sizes schedules 40, 80, and 160 are the only schedules specified on the PS sheets, except for PS sheet 153 for embedded pipe only on the WL System which has schedule 10 pipe. Therefore, in the Preferred Branch Selection Chart, run pipe schedules of 40, 80, and 160 were the ones checked against the PS sheets. On the following pages is a copy of ASME NC 3643.2, ASME ND 3643.2 and ANSI B31.1, 104.3.1, C.2 qualifying branch connections not requiring reinforcement. J _s '
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,1 AMEmCAPI NATIONAL STANDARD b.
POWER PIPING ANSI 831.1-1973 *- 104.3.1.B. 1 g design of branch connections to sustain internal k(.- and external pressure in cases where the axes of the than 1.25 times the branch minimum wall thickness. l i g
*I B 4.2 tilgi branch and the run mtersect, and the anete between Right angle branch connections may be made by attaching the branch pipe directly to the run by y,l l3 )
the axes of the branch and of the run is between 45 threadmg within the provisions of Para 106.1 and [I g g and 90 degrees inclusive.and no allowance is required i i g-for corrosion and/or crosion. Provided: , g Branch connections in which the smaller angle he-tween the axes of the branch and she run isless than B.4.2.1 The nominal size of the branch does not N I. 45 degrees unpose special design and fabricatio" exceed 2 in.or % of the nominal size of the run which-ever is snuller. [ 'C! problems. The mies given for angles of 45 and 90 degreesinclusive may be used as a ymde,but sufficient B.4.2.2 Minimum thread engagement shall he 6 full [ p; e f additional strength must be provided to assure safe service. Such branch connections shall be designed to threads for S in. and 5 in. branches; 7 for I in.. 1% in., and IS in, branches;and 8 for 2 in, branches. g3
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meet the requirement of Para 101.7. Weld metal may be deposited on the run pipe to pro. vule sufficient thickness for required thread engage.
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B. Branch connections m pip nEi may be made bY ment J; e the use of the following- . Flanced, butt welding. socket weldine o, C. Brands Gumcctions Not Requiring Reinforce-q j j (1.1 ' i4 screwed Ottings made in accordance with the apl$lica. hic standards listed m Table 126.1 nn nt. A pipe having a branch connection is weakened by the opening that must be made in it, and unless the fp {
- 1I wall thickness of the pipe is sufGeiently in excess of that required to sustain the pressure. it is necessary to y B2 Welding oudet 0 tings such as cast or forged i.n, vide additional reinforcement. The amount of re-m/eles. toupling of mnnnum sue of 3 inches and inforcement required shall be determined in accord-h ht'l P J
adaptors m snmlar nems having butt welding.socke' weldin" ihreaded or Hanged ena for attachment of ance w th Para 104.3.1.D and E. There are certam (U k the branch pipe. Such welding outlet fittings are at-branch connections for which no supporting calcula-tions are required. Yf k4 I tathed to the main pipe by welding /in acemdance kid: e h Fig.127.8.E. C.I A bransh connection may be made by the use of a htimg.t tce. lateral, or cross).nunnfactured in ac. ht m f 11 3 Exiruded oudets at right aneles to the run pipe, m acemdante unh Pasa 104 3.1.G. where the cmdance with a standard listed in Table 126.1. and . D .k, - used witinn the limits of pressure-temperature ratings .+ attachmeni of the branch pipe is by hutt wchling. spec fied in such standard. A butt welding fitting made ' II.4 Attad'ng the branch pipe directly to lhe sun in accordance with ANSI Bl6.9 shat! he of nomina! pq>e by welding or threading as shpulated below and [gMen. thickness not less than the nominal thickness required , m Par.a 127.4 M. for the adjoining pipe. g ;, r. il J. I Right angle branch connections may he made W C.2 A branch connection may be made by welding p .
%n gW hy attathmg the branch pipe to the run pipe by l
sodes weldmg pmvided: a coupling or half coupling directly to the run pipe in ((4 accordance with Fig.127.4.8.E provided the nominal )3 11.4 .1 .1 The namnul tue of branch does not ex. diameter of the branch does not exceed 2 in. pipe siic j j. i .ced 2 m.or b the nonunal siec of the run,which eve, or % the nominal diameter of the run, whichever is j a smaller. less; the wall thickness of the coupling is not less than that of the brauch pyie:and in no case is the thickness j. i; { 114 1.2 The depth of the sodet m g:ic sun is al ' M the couptm[len dun extra heavy oi 3000 lh taring. 8h $ ieasi equal to that shown m ANSI tilti.Il with a i I nununum shoulder ol % m. hetween the hoitum of Snull branch eonnecimos 2 in. pipe siec and snuller p d I. ! the socket and the mside dt.uneter of the mn pipe.
,, sgg,n ,n Fsy.127.4.8.F may he used pmvided t o. is [P not b dun die fliidom of schedule 100 pipe. l S Weld metal may be deposited on ihe run pipe to pro- ,
g s. y l ide the requned sotket depth and to pmvide any re. C.3 A bianch connection nuy he made by the use *
; e l .ntoncement requnsJ. of an tstimled outlet. provided the nonnnal diameter ; l 11 4 .1.3 Appmximately ,/o. m. clear.mte shall be of the branth does not exceed 2 in pipe sue or % of k M dhw of the run. winthever is lew; .f pmmded between the boilom of the so ket .md the :j ~nd of the mser ted pipe.
MN wall rinckness at the ahutime end of k dd n M N dm ap'd for the hianth pipe b II 4. I .4 The siee of the idies weld slull not he few wall. I 9 9l k
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AMERICAN NATIONAL STANDARD POWER PIPING ANSI B31.1-1973 FIG.127.4.8E SOCmET wtLD OR 3: FULL P(NETRATiON w[LD ~ 1miRC a0E0 M ALF THRE O f EDFL ET ts/4* MsN FILLET COUPLING RisNFORCED) H A LF COUPLING [ ~ R(iNFORC[O 1
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Branch conn. for use where design press. & design temp. do Branch connection for use at pressures arid temperatures en. not exceed the press.-temp. service ratings in- ANSI 816.11 ceeding Range of Standard Fattings in accordance with ANSI Forged Steel Fittings. Socket Welding and Threaded. 816.11 (and design does not enceed 5000 psi and 1050 FI { , Forged Steel Fittings, Socket Welding and Threaded. y' f l! g; FIG.127.4.8 E TYPICAL FULL PENETR ATION WELD CONNECTIONS FOR 3 in. BRANCHES
& SMALLER USING FITTINGS
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r* i l i I d ik TIMES MINIMUM g 4 WALL OF PlPE BRANCH 2" NPS MAX. THREAD OR SOCKET WELD COUPLING I V x /
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4- MIN. FIG.12 L4.8 F PARTI AL PENETR ATION COUPLING CONNECTION WITHOUT ADDITIONAL REINFORCE v 60 REVISED
ND-3000-DESIGN ND 3643.1-ND.3643.3 providtd the rrquirements of (I) and (2) below are connections to sustain internal pressure in cases met: where the angle between the axes of the branch and of (1) De nominal size of the branch does not the run ranges from 45 and 90 deg. NC-3643.5 gives exceed 2 in, or % of the nominal size of the run, - rules governing the design of connections to sustam whicheveris less. external pressure. (2) Minimum thread engagement shall be 6 (/) Nomenclature. Figs. ND-3643.3(c)(1)-1 and full threads for % in. and % in. branches; 7 for I in., ND-3643.3(c)(1)-2 illustrate the notations used in the I% in. and 1% in. branches; and 8 for 2in branches; - pressure-temperature design conditions ~ of branch wcid metal may be deposited on the run pipe to connections which are as follows: provide sufficient thickness for required thread a - angle between axes of branch and run deg. eng gement. b = subscript referring to branch ND-3M3.2 Branch Connections Not Requiring D,- outside diameter of pipe, inches Reinforcement. Reinforcement need not be provided d -inside diameter of branch for right angle i if the branch connection is made in accordance with connections. For connections at angles be-the requirements of (a) th rough (c) below. tween 45 and 90 deg., W76- ,(a) By the use of a fitting manufactured in d - (D, - 2T )3 t sin a i accordance with one of the standards listed in Table da- half width of reinforcing zone, inches ND-3132-1 and used within the limits of pressure-temperature ratings specified in such standard. A butt = the greater i of d or 3 (T3+ T +M but in no 2/ welding fitting made in accordance with ANSI Bl6.9 case more than Dob shall -be of nominal thickness not less than the h - subscript referring to run or header nominal thickness required for the atijoining pipe. L- height of reinforcement zone outside of run
$ (b) By welding a coupling or half couplingdirectly or reinforcement, inches to the run pipe provided: the nominaldiameterof the - 2.5 T3 banch does not exceed 2 in. pipe size or % the t,- thickness of attached reinforcing pad or
- nominal diameter of the run, whichever is less; the height of the largest 60 deg. right triangle wall thickness of the coupling is not less than that of supported by the run ar.d branch outside
./ . the branch pipe; the couplingisjoined to the run pipe diameter projected surfaces and lying com-by one of the methods shown in Fig. ND-3643.2(b)-1; pletely within the area of integral re-in no case is the thickness of the couplingless than inforcement, inches. (Fig. ND-3643.3(c)(1) .
extra heavy or 3000lb rating. 2)
. (c) By using an extruded outlet, provided the - T- nominal, actual (by measurement), or min-nominal diameter of the branch does not exceed 2in. imum wall thickness of pipe, inches, per-pipe size or % of the nominal diameter of the pipe, missible under purchase specification whichever is less, and the minimum wall thickness at ', - required minimum wall thickness, inches, of the abutting end of the outlet is not less than required pipe for pressure-temperature design con-for the branch pipe wall. ditions as determined by use of formula (3) or (5), N D-3641.1.
ND-3M3.3 Branch Connections Requiring Re- (2) Requirements. A pipe having a branch con-inforcement nection is weakened by the opening that must be (a) A branch connecti :n may be made by welding made in it and unless the wall thickness of the pipeis an integrally reinforced htting directly to the run pipe sufficiently in excess of tha't required to sustain the if the reinforcement provided by the fitting and the pressure, it is necessary to provide additional re-deposited weld metal meets the requirements of (b) inforcement. He amount of reinforcement required and (c) below. shall be determined in accordance with ND-3643.3(c) (b) A branch connection may be made by ex. (3), (4), (5), (6), a n d (7); N D-3643.4, or ND-3643.5. truding an integrally reinforced outlet on the run pipe. - (3) Reinforcement Area. De required re. De reinforcement requirements shall be in ac. inforcement area in sq. in. for branch connections cordance with ND-3643.4. shall be the quantity 1.07a(r )(d )(2 - sin a). i
. (c) Additional reinforcement is required when it is (a) For right angle connections, the required not provided inherently in the branch connection. reinforcement becomes 1.07(ra)(d ). i ND-3643.3 gives rules c'overing the design of branch (b) De required reinforcement must be within 99
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- TYPICAL WELDED BRANCH (a) CONNECTION WITHOUT ADDITIONA L REINFORCEMENT.
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4 J . f, , n- : TYPICAL WELDED ANGUL AR (b) BRANCH CONNECTION WITHOUT ADDITION A L REIN FORCEMENT. 0 i O, l / i N ! 't ; N M XANNNNl l AAXANNNW - (1) (2) 1 (c) SOME ACCEPTABLE TYPES OF WELDED BRANCH ATT ACHMENT FIG. ND 3643.2(b)-1 TYPICAL WELDED BRANCH CONNECTIONS l ' 100
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, .NC 3643.1-NC.364 3.3 SECTION 111, DIVISION 1 - SUBSECTION NC prcvid; sufficiint thickness for required thread engagement. a- angle between axes of branch and run,deg.
b = subscript referring to branch
,w/ atside diameter of pipe,in.
NC-3643.2 Branch Connections Not Requiring . Rtinforcement. Reinforcement need not be provided :=mne ameter an f r n@t an@ if the branch connection is made in accordance with c nnecti ns. For connections at angles be-the requirements of(a) through (c) below. Iween 45 and 90 deg., W76 (a) By the use of a fitting manufactured in ~ Wd - * "" accordance with one of the standards listed in Table d2= half width of reinforcing zone,in. NC-3132-1 and used within the limits of pressure-gr ater 4m , + T 3+ d Q, but ini temperature ratings specified in such standard. A butt n case rn nDa welding fitting made in accordance with ANSI B16.9 h - subscript referring to run or header shall be of nominal thickness not less than the L- height of reinforcement zone outside of run nominal thickness required for the adjoining pipe.
*I" " '"*"I"'
.A (b) By welding a coupling or half couplingdiFectly to the run pipe provided the nommal diameter of the 1,- thickness of attached reinforcing Pad or branch does not exceed 2 in. pipe size or n the height of the largest 60 deg. right triangle nominal diameter of the run, whichever is less; the supp rted by the run and branch outside wall thickness of the coupling is not less than that of anmer pr jected surfaces anq lying can-the branch pipe; the coupling isjoined to the run pipe f Y *'I ".n the area of mtegral re-by one of the methods shown in Fig. NC-3643.2(b)-1; mfmcement,in@gEC-3643.3(c)@2).
in no case is the thickness of the couplineless than ~ n min 1, actual by measurement, or min-extra heavy or 3000lb rating. imum wall thickness of pipe,in. permissible (c) By using an extruded outlet, provided the under purchase specification nominal diameter of the branch does not exceed 2in.
#",- required minimum wall thickness, a,nches, of pipe size or % of the nominal diameter of the pipe, pipe fw pressure and temperature design whichever is less, and the minimum wall thickness at # "
" * " ' " ' ' " * "
- D "'* I " * "'*
the ahutting end of the outletis notless than required (3) or (5), NC-3641.1. s for the branch pipe wall. (2) Requirements. A pipe having a branch con-nection is weakened by the opening that must be NC-3643.3 Branch Connections Requiring Re. made in it and unless the wall thickness of the pipeis Inforcement sufficiently ir. excess f that required to sustain the (a) A branch connection may be made by welding Pres Mc. i is ne"55 ry I Provide additional re-an integrally rem. forced fitting directly to the run pipe mforcement. De amount of remforcement requirci if the remforcement provided by the fittmg and the shall be determined in accordance with NC-3643.3(c) deposited weld metal meets the requirements of (b) (3),(4),(5), (6), and (7); NC-3643.4, or NC-3643.5.
;g (3) Reinforcement Area. The required re-and (c) below.
(b) A branch connection may be made by ex- g ; 7 g truding an integrally reinforced outlet on the run pipe. shall be the quantity 1.07(r# )(d )(2-sin a). i De reinforcement requirements shall be in ac- (a) For right angle connections, the required cordance with NC-3643.4. reinforcement becomes 1.07 (ta)(di). (c) Additional reinforcemerg.is required when it is (b The required reinforcement must be within not provided inherently m tht branch connection. the limits of the reinforcement zone as defined in NC-NC-3643.3 gives rules covering the design of branch 3643.3(c)(5) connections to sustam mternal pressure in cases (4) Area Contributing to Reinforcement. Metal S75 where the angle between theaxes of the branch and of needed to meet reinforcement required by NC-the run ranges from 45 and 90 deg. NC-3643.5 gives 3643.3(c) must be within the limits of reinforcement rules governing the design of connections to sustain zone determined in NC-3643.3(c)(5)and may include external pressure. the following: (1) Nomenclature. Figs. NC-3643.3(c)(1)-1 and A - area provided by excess pipe wallin the run NC-3643.3(c)(1).2 illustrate the notations used in the pressure-temperature design conditions of branch - d 2[(Tr- mill tolerance on TS ) - ta] A 2= area provided by excess pipe wall in the connections which are as follows: branch for a distance L above the run J 134 1
a
SUMMARY
OF BRANCH CONNECTIONS AND APPLICABLE EXEMPTIONS V BRANCH PIPE RUN PIPE COMMENTS 1/2" 12" see note 1 3/4" 2 1/2" no discrepancies 13" see note 1 1" 2 1/2" no discrepancies 3" no discrepancies 14" see note 1 1 1/2" 2 1/2" see note 2 3" calculation required
- 4" calculation required *
>6" see note 1 2" 2 1/2" see note 2 3" see note 2 4" calculation required
- 6" calculation required
- 18" see note 1
,j NOTES:
- 1. Exempt per ASME NC 3643.2(b), ASME ND 3642.2(b), ANSI 831.1-1973, 104.3.1, C.2, because the diameter of the branch is less than or equal to 1/4 the diameter of the run.
- 2. Connection is less than a 50% reduction; therefore, a tee would be used.
*PS sheets below 900 2 were in agreement with the Preferred Branch Selection Chart and, therefore, were not affected.
T
~ - -
__y w - - . -_ L- ~M -Om
DISCREPANCIES BETWEEN PS SHEETS AND PREFERRED BRANCH SELECTION CHART V PIPE SPEC PROBLEM 900.2 On 1 "x3", 1 "x4", and 2"x4", and 2"x6" branch connections,
.3 the PS sheet specifies a 3000# coupling; and the Preferred
.4 Branch Selection Chart specifies a 6000# half coupling.
.5
.6 901.2 PS Sheets below 900.2 were in agreement with the Preferred
.4 Branch Selection Chart and, therefore, were not affected.
1500.2
.4
.5
.6 1501.1
.2
.4
.5
.6
.8 2501.6 s .8 5
t
. _ _ , _ _ _ -_qm -- -- - -- - -- -, --y -
PIPE SPEC PROBLEM V 1500.8 On 1 "x3" and 1 "x4" branch connections, the PS sheet specifies a 3000# coupling; and the Preferred Branch Selec-tion Chart specifies a 6000# half coupling. On 2"x4" and 2"x6" branch connections, the PS sheet specifies a 6000# coupling; and the Preferred Branch Selection Chart specifies a butt-welded tee. 2500.2 On 1 "x3", 1 "x4", and 2"x6" branch connections,
.3 the PS sheet specifies a 6000# coupling; and the Pre-
.4 ferred Branch Selection Chart specifies a butt welded tee.
2501.1 PS sheets below 900.2 were in agreement with the Preferred
.2 Branch Selection Chart and, therefore, were not affected.
.3
.4 J
J
The reinforcement calculations show a limit of reinforcement "L". This limit.is the height of the reinforcement zone outside of the run. In
%=/
the case of half couplings, the height "L" could not extend into the socket end of the half coupling because the wall thickness is smaller at that end than what is used in the calculation. This height is shown as dimension F on Table 2, Steel Socket-Welding Fittings ANSI B16.11-1973. Below is a table showing "L" for 11/2" and 2" half couplings: UPPER LIMIT OF REINFORCEMENT "L" size F-tolerance of F = L 1 1/2" 1.25 .08 = 1.17 = L 2" 1.62 .08 = 1.54 = L, L M I
i l ( k. k o. HALF COUPLING DIMENSIONS MINIMUM WALL THICKNESS WALL THICKNESS AT CONNECTION OUTSIDE DIAMETER 3000# C B min + 2C min - D max B(ave) + 2 C(ave) 2 1 1/2" ,, 218 1.915 + 2(.218) - 1.640 = .356 '1.920 + 2(.250) = 2.420 2 2" .238 2.406 + 2(.238) - 2.097 = .393 2.411 + 2(.273) = 2.957 2 6000# 1 1/2" .307 1.915 + 2(.307) - 1.368 = .581 1.920 + 2(.351) = 2.622 2 2" .374 2.406 + 2(.374) - 1.717 = .719 2.411 + 2(.430) = 3.271 2 NOTES:
- 1. Dimensions taken from ANSI B16.11 - 1973, Table 2 Steel Socket-Welding Fittings.
( .
( . l ( C n> 0g
*AAA E 8 .g. -C *8* -C 3"f C
3 f ;
,Q G ,
O k r 3-
- l "
-~
Tf-~ 7 v . -.la.t
- T. T -r
/ ,'
_L -
~ "i 2 N
I 'I_ ,, _m. W @i
.t A '*# E m2 L 6 -< A
, y '{~ e m TC ' _
g
- i -
^'
90* ELBOW CROSS TEE 45' ELBOW HALF COUPLING c
- COUPLING E{
m -t
- m3
% Bore Diameter of Table 2 SteelSocket-Welding Fittings -
hj m2 Socket Wall Thickness! Body Wall Center to Bottom of Socket - A 90 Fitting y q, g D' \ 90* Elbows, Tres' % 45' Elbows Pressure Class Designation Pressure Class
'" " 6 Pressure Class IJying Length: Tolerances E Designation Depth
- O 3000 6 00 9 00 Prenuie Cass Designation Nom. e 3000lb 6000lb 9000lb y P:pe Pa '3000 6000 9000 3000 6000 9000 3000 6000 9000 Couplings Couplings A
tae ** lb lb lb Ave. Min. Ave. Min. Ave. Min. Min. Min. Min. Min. Ib lb lb lb lb ib y E F A E F m m 1/8 0.125 0.125 0.156 0.135 0.095 0.t h4 0.38 0.44 0.44 0.31 0.31 0.25 0.62 0.03 0.06 0.03 k 1/4 5 0 O.149 0.130 0.181 0.158 0.119 0.145 0.38 0.44 0.53 0.31 0.31 0.25 0.62 0.03 0.06 0.03
- 0. ~
3/8 ,6 463 0.158 0.138 0.188 0.172 0.126 0.158 0.38 0.53 0.62 0.31 0.44 0.25 0.69 0.06 0.12 0.06 1/2 55 02 0.184 0.161 0.2N 0.204 0.368 0.322 0.147 0.188 0.294 0.38 0.62 0.75 0.44 1.00 0.50 0.62 0.38 0.88, 0.06 0.12 0.06 I 3/4 3;06 [8 0.193 0.1{8 0.274 0.238 0.385 0.337 0.154 0.219 0.308 0.50 0.75 0.50 0.88 1.I 2 0.56 0.75 0.38 0.94 0.06 0.12 0.06 "I .3 0.224 0.196 0.312 0.2.73 0.448 0.392 0.179 0.250 0.358 0.50 0.88 1.06 8 .56 1.25 0.56 0.69 0.81 0.50 1.12 0.08 0.16 0.08 8 I4 11/4 j3 0.239 0.208 0.312 0.273 0.478 0.418 0.191 0.250 0.382 0.50 1.06 1.25 1.38 0.69 0.81 0.88 0.50 1.19 0.08 0.16 0.08 l l-1/2 80 0.250 0.218 0.351 0.307 0.5,00 0.438 0.200 0.281 0.400 0.50 1.25 1.50 1.50 0.81 1.00 1 1.00 0.50 1.25 0.08 0.16 0.08 ,- 3 i 0.273 0.238 0.430 0.374 0.545 0.477 0.218 0.344 0.436 0.62 1.50 1.62 2.12 1.00 1.12 1.12 0.75 1.62 0.08 0.16 0.08 , 3-1/2 f9 0.345 0.$02 0.276 0.62 1.62 1.12 0.75 1.69' O.10 0.20 0.10 b 5 3 35 ; 0.375 0.327 0.300 0.62 2.25 1.25 0.75 1.75 0.10 0.20 0.10 . 4 3j6 0.421 0.368 O.337 0.75 2.62 1.62 0.75 1.88 0.10 0.20 0.10 v 1. Average of Socket Wall Thickness around periphery shall be no less than lasted values. The minimum values are permitred in locallred areas. U
- 2. Upper and lower values for each size are the respective maximum and minimum dimensions.
QA s 1 E
ANSI B31.1-1973, 104.2.1, C.2, ASME NC 3643.2, and ASME ND 3643.2 state that the wall thickness of the half coupling must be greater than the V wall thickness of the branch pipe. Below is a table comparing the wall thicknesses of the half couplings and corresponding branch pipes. COUPLING / PIPE COUPLING PIPE TYPE MINIMUM WALL NOMINAL WALL 3000#/sch 80 1 1/2" .218 > .200 2" .238 > .218 6000#/sch 160 1 1/2" .307 > .281 2" .374 > .343 ( a _ _ _ _ . _ . . . _ _ _ _ _ - . _ _ _ _ _ _ - - - - - - > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - ' - - - - - ' ' - - - - ' - - - - - - - - - - - - ~ ' ' - - - - - ' - - ' -'--
i PIPE DIMENSIONS NOMINAL WALL NOMINAL WALL SCHEDULE 80 SCHEDULE 160 OUTSIDE DIAMETER 1~1/2" .200 .281 2" .218 .343 3" .300 .438 3.5 4" .337 .531 4.5 6" .432 .718 6.625 NOTE: Pipe dimension taken from
" Piping Engineering", Fourth Edition, 1979
./
,-. - e _.
.. . =
CONCLUSION V Pipe Specifications listed below did not pass the pressure calculation using a 2" 3000# half coupling on a 6" sch 80 header PS SHEET FLOW DIAGRAMS 2501.6: Not on flow diagrams 2501.8 Not on flow diagrams
^
1501.2 CN-1562-1.2, 1.3, 1.4 1501.4 CN-1562-1.2, 1.4, CN-1593-1.3, CN-1602-1.0 Flow diagrams containing the above pipe specifications were checked to see if a 2"x6" branch connection existed. None were found. See attachments for flow diagrams listed above. J i i-h
,-.-.4. . - , , - . ., - . _ . - - . . _ _ . . _ _ _ _ _ _ . _ . _ _ _ .
BRANCH SELECTION CHART =w/ For 1/2", 3/4", 1" Branch Pipe RUN RUN PIPE. SCHEDULE PIPE- - SIZE 40 80 160 2 and larger 3 HC 6 HC See Note 1 For 1 1/2" Branch Pipe RUN RUN PIPE SCHEDULE PIPE SIZE 40 80 160 2 1/2 BWT 3 3 HC 4 see note 2 6 and larger 3 HC 6 HC ,, For 2" Branch Pipe RUN RUN PIPE SCHEDULE PIPE SIZE 40 80 160 2 1/2 BWT 3 4 3 HC 6 see note 3 lsee note 4 6 HC 8 and larger NOTES:
- 1. 31/2" anh 5" pipe not included.
- 2. 1 1/2 x 3, 1 1/2 x 4; ratings on these connections acceptable for maximum design conditions of 1800 psig @ 700 F.
3, 2 x 4; ratings on this connection acceptable for maximum design conditions of 1800 psig @ 700 F 2 x 6; rating on this connection acceptable for maximum design conditions of 1800 psig @ 700 F for stainless steels and 1500 psig @ 650 F for carbon steel. ,, 4. For carbon steel piping use i HC, for stainless steel piping use 6 HC. ME
['{ .
. *J :
. , r . ' Os R "
pg y
---e
. '.F 4
.g I
-~--,. %
hN. PS sheets 901.6 seamless 9 andIn the Catawba Pipi
- w. ,
or EFW pipe,01.8 specify theng Specificat
- conversation wi h of material t - 206.00-02-1002 use withstress able 100% radiographedL. M. Coggins, the EFWSA p we lds.
coupling calculationsvalues for Because of pipe 4 Per seamless pipe were this,isthe purchased allow-used in the half M N .
- Y1 J
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i
.J v'
e 7,y. _ - _ _ _
r APPLICABLE P.S. SHEETS F05 BRANCH SELECTION CHART J PS-150.2 PS-601.3 PS-150.3 PS-601.4 PS-150.4 PS-601.6 PS-150.5 PS-601.8 PS-150.6 PS-900.2 PS-150.7 PS-900.3 PS-150.8 PS-900.4 PS-150.9 PS-900.5' PS-151.2 PS-900.6 PS-151.3 PS-901.2 PS-151.4 PS-901.4 PS-300.2 PS-901.6 PS-300.3 PS-901.8 PS-300.4 PS-1500.2 PS-300.5 PS-1500.3 PS-300.6 PS-1500.4 PS-301.2 PS-1500.5 PS-301.3 PS-1500.6 PS-301.4 PS-1500.8 PS-400.2 PS-1501.2 PS-400.3 PS-1501.4 PS-400.4 PS-1501.6
PS-401.2 PS-1501.8 PS-401.3 PS-2500.2 PS-401.4 PS-2500.3 PS-600.2 PS-2500.4 PS-600.3 PS-2501.2 PS-600.4 PS-2501.3 PS-600.5 PS-2501.4 PS-601.2 PS-2501.6.
PS-2501.8 NM i
- y ,n n. -
w --v ,v.., . - . s ; . . 4 y,,. y ,v.w- - A / $~0 0. 'o /S*Da V, /sso.S , /6c' o 4; / s'O a1 _ TB2- 1975 1 fyf;pyA , DESIGN CONDITIONS: 8 # .#. . . . psi O .[.Q . C. .
- F
, e c
' a-' ,
.n ua"'g ,~T / l HEADER l BRANCH y '
l 9 .W)#
/. '
*l
}';' !.l Q!s I Nominal Siae ] /k f
', / . fj f g',/ j, ' .~~
Outside Diameter on J,3" 0 P,e/;o , 1 l ff t,It h %: G 5. ' < / j] f NominalWall Tn ,j T3 , 94 7 I Qe . s
." >l
! Actual or Min. Wall Tn ,) g' 3 -
Te ,y 3
.I _ ; ,, auso. no o e
- -4, ., , , , ' , , j Material Scec. l ,4/CJ /3 jf/)[
Required reinforcement ares Allawable Stress Sn ! jy fj g Se jgggg g - --lr Area A, - excess wallin header l Joint Efficiency En '/ fa I
/
g7 Area A, - excess wallin brancn l / A Area A, - fillet weld metal Y- n _h Yb , I- ' l Area A, - mers:in ring or oad i Struct. Stab. Factor An A3 - r : C
.f.
Area A, - metal en saddle along run
!.. Intersection Angle cs N REQUIRED THICKNESS:
tmn = POn
+ An =
/. .$.00.. x 3 f....
+ . . . . . . = t .:2 ../. O. .
I 2Sn en + 2ynP 2x . . /Mex . . / . . + 2x . .. '. . . x /.e.o. A [C.Q. x 2. $ .O it. = PDa
+ A3- + ...... = .< ,....g -
2x8 6. 0,D x . . . /. . + 2x . . . [. . x /7.00
~ .
2Sa En + 2ybP . LIMITS OF REINFORCEMENT: ' l , ou - 2To ,
.4'Vd o- 2x .H.I' , ,.yn..g >
sin cx . . . . /. . ld f 2
- Q1 or = To + Tn + 0.5di = ( .N.h + .,.d.62 + 0.5x /,. .M f = ./.N Select larger of the values. but not to exceed On. d2 * /f.7.#8 L =
2.5 (To ) = 2.5 x /.N.f~ = .d.0/3 , j REQUIRED AND AVAILABLE RE:NFORCEMENT AkA: l N:ti: For An or Ab #O. subtract value from approoriate Tn or To Arn = 1.07 (tmn ) (di ) (2 . sin cz) = 1.07 x, J/./J . . v[.D . x (2 . . /. . . ) = r 3.8 3
. A1 =
(2d2 -di ) (Tn-tmn) " 2x NN. . .NO.il (. '20.3 . 2N.) " .
- O E
. r,.
O. 2A = 21.(To - tme ) = 2 x/. .d.O. x ( .TN. - r/J.4.) =
. .' . Ih.b l A3
- t( "(......) * ... ..
l A +A2 +A3 * . b. *
- N h. * . . . . . " . sq. in available. Addition:.I Rea'd: Yes O No Vl i
ADDITIONAL REINFORCEMEllT: 0 g ORDER NO. FOR A's = (t' ) 2 = (,,, .,)2= , , ,,
,, LOCATION SYSTEM p -(o,-dite=( i . , . . . .i ... ..= ,
, . ,, j g,3 g ;
A5 = (0,- 0.,) te = ( . . . , . . . .) x . .
= 's } q_g l f ,
M '(At +A2 *A3) + A'3
- A4 ( or AS)=
j N0ZZLE REINFORCEMENT d h(f l, 1 l
= ..... + . ...+.... = .... ,
l Additional reinforcement adequate: Yes O No O #"**' * * * * * " I 9- '
---u-. - -
l . 1 l 17 ,.
,..y, s ee w .
C
,i.s___.__ - - - -
.- d!.S$d a /$)~.f;,U./f0br- 4~ WQ2:,$dfQQ % ~
--====== = - -
d'- . . = 1, :=== : u.:: : :: = _: :_ __ a -- - _-- r 7/
~ J *-**
S "* res m%' .b.y i
- a. OESIGN -.- - CONDITIONS: . d@. O. psi G . 20.O. . *F j
r (. f
- ~ _ -
I HEADER BRANCH f .-
,/
l' s Nominal Site d,.. b.'$W,/)
~
t
, l fl! ll f }}2
'e b ,
,...V
~ ->
/ M[f.Y ,
'Outside Diameter On gf Do y go
~
/ *- - _ c,
/b&f l / l Nominal Walt l , -- f r
't- '/ Tn ,y '$ 7 Tu , yof
'l , z l Actual or Min. Wall
'l ~&j ",,, -c n
- MR Tn , , p.f To g l Material Spec.
,J /Ol's d p$/W Reau. red re.nforcement area
{ Allowable Stress Sn /e,/3o p 50 Area A, - escess wall in header [,,,, Joint Ef riciency /d 4 dd_ [ Area A, - e= cess aan in branch ! ~ s En '/ fo /
\
./ r Area A, - feffet weld metal I y-
~
, i T Yb i c-
"~~~
Area A, - merst in ring or oad i l, Struct. Stab. Factor " - An A3 - Area A, - rneralin saddfe along run ' Intersection Angle ,4 REQUIRED THICKNESS: 900 ima - PDn 25863 + 2ynP
+ An = kh. x .f.. + . . . . . . = : .9 7. .g
- 2x d.3.#U x . ./ . . . + '2x . e. N. . . x M.D . .
! i ,n . - P On
/$ O.O. x 2 $2.?
+4.-
2Se En + 2ygP 2x /h /e.0 4 . . /. . . + 2x . .,./. . - . ./ I. 90
-+
. . . . . . . <',M -
l _ I LfMtTS OF REINFORCEMENT: - I, D e - 2To .N.O. - 2x f .b. # iin a ,
..../..
d2 = di or = Tb + in + 0.Sd t =$ M .+.r. N +0.Se A 79$ =. M 9.E ' Select targer of the values. but not to exceed On. L = 2.5 (T 3 ) = 2.5 x ,.M = J. OM d2 " d. M REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note For An or A b A #0. subtract value from appropriate Tn or Te l j rea - i.o7 te mn) (di i (2. sin ai - Ai = i.o7 x . 2 7.o. x. /:. /f/x (2
. ./. . 1 . e.vP 3 (2d -d ) (Tn-ten! 2x 2 i . I
/. M .- 4 7.Y-)1.< # f-< ? 9 )=' A f J . . .-
A2 = 2LITu tm,) - 2 = 4p/.J. . A3 = t,2 - (... . 32 . ...... x-(. N.f. .,.G G.1 - . .$$ Ai +A2+A 3 = >
...R N + s.Nd . + . . . . . . = ..sf4 f 50. in a vailable. Yes O NoAdditional F Reo'd A00tTIONAL REINFORCEMENT: h.f .
A's a (t,)2 - (,,....)2= *: OR DE R NO.--
,,,,,, _FOR r
N = (D,-d t) te"( ..... ... .)=..... "
,, LOCA TION - __ SYSTEM _
*i
-~'-
" ~ ' ' - ~
is a ( O e - 03 ) t, = ( . . . . . .
......Ix.....= . . N' CALC. BY2d[/ /- _
CH BY [ du b - '. 1 !Ag+A7 +A1) + A,3+ A4 ( or Ag)=
? OA TE lall dd_ . DA TC /b ,IDhO ,
e .,,,,. + { ' I '
,,,. + , ,,,, . N0ZZLE REltdORCEMENT
..,,,, i f'-- -- l *
,,f,,
..Additional m . . .reinforcement adequate: Yes O No O mm
... l _. ._ .1.w.m m m m.ws
{ - z: ;j
._ a 17 I
^$ # # ' Je /5U # , t' j 6UCD.3 /f D O . (o , ff 00. $ s u - 6 a s :a 1
.-_ - - .c= ::.: .= n - - : : - - -.= - . _ _ n ---
,. l r,~f;;,wyjQ. - DESIGN CONDITIONS: d.@,9. psi O . . . [.d.@, .*F e /. -
,,. .,, .,,,QL/
"' j< - . l HEADER l BRANCH
- M /j t
/ j. i Nominal Sin l{ l >
': q g Qr- /.,. .' /r*' / if Out5id' O'am" On 'O b
^
/. 9f 7 h
e (:~ * -*;,......., M
'/ .M4' .
/ _i-l--j r n t
# f'
.j; ) ,, /li D - ( f* ,/ / j_i l Nominal Wall Tn ,y 7 To , p/g
',/
ce
.- ! Actual or Min. Wall Tn , .7) -[ To ,y 7
. r- .- g on L")* M** *
,ff,L
~'~;.*-
l Ma terial Spec. ppf y) l ,4/0[
.l Required reinforcement ares j Allowable Stress Sn /</Jggi So /g g
, Area A, - escess wait en header l _ Joint Efficiency En '/ fb /
g7 Area A, - encess wall in branch *
./ A Area A, - fillet weld metal I , Y-fact r Yn ,f Yb ,Y
"' l - A3 Area A, - messi in ring or paa g Struct. Stab. Factor An -
,, F .
C Area A3 - metal in saddle along run lIntersection Angle c: 98 # REQUIRED THICKNESS: t,,, n = POn
+ An =
/N.#. x .k' ..
+ . . . . . . = . , e? 7. .gp 2Sn En + 2yn P 2 x / /,/.O. 9 x . . /. . . + 2x.tN...x47.9.9.
./$Q.4 x . & ?.S 7 ton =
PDa
+Ao- + ...... = /.g t,/ ....
, 2So E + 2ygP 2 x . //O.6.40x . /. . + 2 x . .,. [ . . x . /89/l
, LIMITS OF REINFORCEMENT:
,1 D - 2To d. 947. - 2 x , 3. U.
,d = = = 7. ., .f 7.7 i .
sin a . . , .[ . .
= di or = To + Tn + 0.5di = s.h.?.h. + .e.27[+ 0.5x4 :O/.=./.7.h d2 Select larger of the values. but not to exceed On. d2 "2id[ .
! L = 2.5 (T b ) = 2.5 x /.46 = . /J.3 l
l REOUIRED AND AVAILABLE REINFORCEMENT AREA: l Note: For An or Ab #0. subtract value from appropriate Tn or Ta l A,,, = 1.07 (tmn ) (di ) (2 sin c) = 1.07 x / .7.M . x 2. /. 7 /. x (2 . . /. . . ) = .,.h .2. h A1 = (2d2 -d )i (Tn-tm n) = 2>. /f/ 7/. . . h.7/.) ( /.#I[. - d7.0.) = , C5.[ l
!l A2 = = 2 x /. [ O . x (.,.3. N . a # T. . . ). = M~. @.2 te2 = { .),- tme[)
2L(To , 12 = ,0 6,6 p e <- c e G - 8 1 ole 4 : 1 x r e v. I
'T
=
A3
! A i+A 2+A3 = ...QS7. + . f.d. 2. . + i @.2[ =. 4 E.O. . sq. in. available. Additional Reg'd: Yes O
. No V ADDITIONAL REINFORCEMENT:
'l f' ORDER NO. _FOR_ _ . _ _
0 A*3 = (t', ) 2 = (,. . . )2 = ,,,,,, ;; r ,, LOCATION SYSTEM
. A4 = (0,-d ) t, i = ( . . . . . -s . . . . . . ) x . . ...= ...
}
dA5 = (Oe- c lo te = ( . . . . . - .... 1 ......
=
. . . ll
'l OA TEd.,7]_L.)
O A T E.f-12.- @ 0 '(A + A2+3A ) + A *3 + A4 ( or AS)= i l NOZZLE REINFORCEMENT - i j = ...... + ..... . .... = . .... , @, ,,;, ANsl 831.1 WOM SHE U WWS l :J. 7 Additional reinforcernent adequate: Yes O No O
. . . - . . . . .. . -. . . .. l-. . . .. - - . -
- =-___ . a 17
* ~ '
- _ .... _ .-. Mee .2.i..Ms.1J'CesGAtoth JJo=1
. _ -- - - - _. .. ...:==.= ,--.= - .:_
= _ - . -- -
!! i.~fg.,t s]/.h DESIGN CONDITIONS: /[0.4. . psi O . /?ft? . .*F
, l s ue . ;
(\, / j HEADER BRANCH , j
/
/ ,[. Nominal Site f y /'
w 9//P ,, / r" / if I ~ k/
. . ..k", , ' , / ,, ,
/
- l Outside Diame er Dn f,f y g- Do y,pg i,
;; kihm-W ' / ,i~~j z l Nom;n,I w,,, y, ,93 y 7, ,pf
't l ,'
ca_ -
't >l
-y ! Actual or Min. Wall Tn ,J7p To ,,Jf 9
.i ,
- s. ._,.,,, .m no i
~% , , , ,
Material Spec. ,/gh jf ;$ M [
.! Requ. red re nforcement area Allowable Stress j Sn gg S. fygpo j Area A - escess wallin header l gg gg .
. g7 Area A, - e= cess wall in branen '
./ A Area A, - fellet weld metal ya actor yn ,[ YD ,
e ' Ag - Area A, - meist in ring or pad , Struct. Stab. Factor An b Area A, - meiar in uddie along run j intersection Angle cs 70 8 REQUIRED THICKNESS: ten = PDn
+ An =
l[?.? x . . h.h.W + . . . . . . = .*. 3. ./. 7 2x./fM 2Sn En + 2ynP . /.. + 2 x . . <. N. . x ./ffd. P o,
. FRO x ..;:2 9.C.7 .j p3
- tmb "
+ Ab" + ~~~* * -
j 2S3E3 + 2y3P 2xM[Nx ./ . . + 2 x , . ,. N . . x . /fCd. Y LIMITS OF REINFORCEME"NT: ot, - 2To ar.< ?. _ 2x . J.#
, , ,g,g sin cz . . . . /. . . -
. N. + . .M. + 0.Sx 8. h. = I.k.h dy =di or = Te + in + 0.5di= * .
Select larger of the values, but not to exceed On. d2
. 8'./. Q I
L = 2.5 ITn) = 2.5 x < I.N. = /IN. - f REQUIRED AND AVAILABLE REINFORCEMENI' A A: . l Note: For An or Ab #O. subtract value from appropriate Tn or Ta Aeen = 1.07 (tmn) (dt ) (2. sin a) 1,07 x ,,3// , x y &[ x (2 . ...)=..f.Y.2 . j A1 . (2d2 -d ) (Tn-tmn) = 2x 8:( fd . 8[?S (.*.N. . 8[f.) = . , /.89
. l l A2 =
2L (Tb - tm b ) = 2 x NM . x (.,M [. - ( k 8.) = .#. . rev. g
.2f P 4 ,. c. p . (,7 (, - a , t Oefc.i t A i
A3 = tt 2 . ( . 2. 8. . 2 =:
; A i +Ag+A3 = eM9. . + ,,f(( . + AlcrT =. , /I.2 sq. in, available. Additional Rea'd: Yes O No (
- ~ w- - _ . _ _
II ADDITIONAL REINFORCEMENT:
' h FOR
.iORDER NO.
, A'3 = (t' )7 = (......)2 . ,,,,,, ; I ,, LOCATION SYSTEM
. A4 = ( 0, - dt ) t, = ( . . . . . . -s . . . . . . ) x . . . . . . = ... i
- i'. cr ,
CALC. 8Y Md L CH.B, d2 A5 = ( D, - 0 ) t, = ( . . . . . . , . . . . . .) x . . . . . . = 3 ....
'l O A T E _f.'d3-8(>
~ ~
O A TE 1* 11~._$, E__.
.'.,,,,,/ '(A g +2 A +3 A ) + A *3 + A4 ( or AS)" f NOZZLE RElr4FORCEMENT
}),!'
s.
'j = ...... . . ... +...... = ...... l li Additional reinfancement adequate: Yes O No O ANS B31.1 WO M SHEET m .M ( 9. ] l
____.-.m mmm __ - - - .
.m -.
l _, ___a 17
.,.. __ _ . . - - sc.r=uzr-usamszrzsers. -- -- .. .-- -----==.=-.=:-..:===-.-- -- -----
r. ryfi,9 Q 4 OESIGN CONDITIONS: 8.99. . psi O , . 90. Q .*F
** ,am.Q hep 0ER l BRANCH v .
fy '
' l l .
,J ll _/
./ 3'. i Nominal Size 3' l
/ //,
/ri s
. t. .'.t</r'
/-
.f
=
//giq',/ j,.! . Outside Diameter On l y f on yg
- e. % il f3.wM 2/ * , / / / ,, r ,i h ,'
' g, 1 Nominal Wall Tn ,'] Tb , ppf i ,
,e.
.-'t
.e
,/ 1 Acttaat or Min. Wall Tn .,743 To , gf 4/
l . we !?e e i
/J / ~ C " 6# .sp it?
7%: 1,..c. l Ma terial Spec. 7,,y,y
! y ]
- j. Requ. red seinforcement area j A!!owable Stress Sn g/g O So fgg l
, , Area A, - escess wallin header g i g/ Area As - e= cess wallin branch l / A Area A, - fittet weid metas y-factor Yh / Yb ,8 1, " ' 1 Area A. - metal in ring or .ad ; Struct. Stab. Factor An - A3 -
l . C
] Atta A, - metal in saddle alon) run Intersection Angle CC fg) '
REQUIRED THICKNESS: 3,
=
e o ,, /S.C.O. x . . .f. . . . e/. .po. e,n ,, + An = + ...... = . l 2SnEn + 2ynP 2x hY@2 x ./... + 2 x . .e. [. . x .d?.O.
- POn /.Y. x .8.
t ,,, , =
.+Ab" -- * -
" '7Jl ~
2Sg En + 2yg P 2x 6 N x . /. . + 2x . / /[. . x . /.9# . . l ULlMITS OF REINFORCEMENh
, Ob - 2T3 _ 29. . - 2 x
- M. [. , gj sin a . . /. . .
d2 "Cl or =T3 + Tn + 0.5di = rl f. . + t 2.0.4 . + 0.5 x d. 7/[ . = . ' !.h Select larger of the values, but not to exceed On. d2 " /* 7[/
,' t =
2.s (To ) = 2.s x . . JP.f= 4 a/J . REQUIRED AND AVAILABLE REINFORCE *.1ENT AREA: Note: For An or A3 #0 subtract value from appropriate Tn or To fA,eo = 1.07 (t,nn ) (di ) (2 . sin c) = 1.0 7 x ,/YO. . x .d.7((. x (2 - . ./. . ) = < d b i A1 = (2dg-di l (Tn-t,,,n) = 2x 4.T/. . .4 7/l.) (. r ?k,7. ../79. .) = . < /24~ e A2 = 2LrTo - t,,,,) = 2 x iW. x (. 6fN . - e#/' . > = . . T 2 lA 3
= te2=(,,,,,,)2 =,,,,,
! A i +A 2 +A 3=/[N.+.AN.+. . =. , f '7.2 sq. in, availa ble. Additional Reo'd: Yes O
~
No V] * [ 's, ADDITIONAL REINFORCEMENT: .
* : ORDER NO. FOR I A*3 = (t, )2 = (, , ,12= ,. j' As = (0,-d )i t, = ( % .) x = .
,, LOCA TION __ SYSTEM __f
!A =5 (0,- 0 ) 3t, = ( . ... - .. . .) x .
= ,
.q pg M g'A+A +A 2 3] + A '3 + A4 ( or Ag ) = NOZZLE REINFO ACEMENT f
ils ]
= ...... + ..... +...... = . ... , ,k ,[ f l ..
~
Additional reinforcement adequate: Yes O No O ANSI S31.1 WORK WEET WSt45 j Il l ..;
...n .___... - . - . . -.
17
~
1 a 2 - 1')i S
- ~~ ~. MTA 2.,. .? f.94.(, ,;j_o,4 g 2
t _ :=--- : -- : = - - . . : : - : = - .- -. - s.uu
- Jes-sewa%l't-;
7 ' DESIGN CONDITIONS: ./10.0 . psi O . 70.Q . .*F D""' / HEADER l BRANCH ,
- f. ~ f w-
/f j
g,jf'ej,./ e.I: f. l I Nominal Size f / lf
-/_ .
Outside Diameter On j(y On pyy i
' / / /.
- f. ~/^i; b k'~jIp'd
/,
.i l' Nominal Wall Tn ,g To , f/pg ca. al l ,
*I
, f Actual or Min. Wall Tn ,ypf Tg , ggf/l, f l}* ;- c A.*
W ' U" l . MateriaI $pec. s1.J 37b g& //2 1
, 7 % g'.s,..a. l y.p ,3of ,, y y f
' la Requ. red reinforcement area A!!owable Strell Sn /((OC Sb
/ff88 ll
, , Area A - escets watt in header Joint Efficiency fn En '/ /
[ Area A, - escess wallin bra en j s.hg 4,ea A, - t.iie, weid meiai I Y - 'a c'o' va . e,' va - j ' l - t Area A. - meisiin ring or oad j Struct. Stab. Factor An , As r C Atra A, - metalin saddle along run Intersection Angle cc ff REQUIRED THICKNESS: t,n n = POn
+ An=
0 .0.? . x . Y.(. + . . . . . . = . e .p kl 8 2Sn En + 2ynP 2x /f/0.4 x . . 4. + 2x ./. [. . . . x 8.09. . PO b
/$00 x AY)U
. .n o
, , ,b ,
, . . . . . . , . .,.f. g7./ .
p
- 25. E + 2y3P 2x'.l f /f/ x . /... + 2x.*.'/ ... x ./.19.O. .
m _. . . 4 W MITS LI OF REINFORCEMENT: Du - 2Ts M20. - 2x . W = <g k/. ~di
= = ..
sin = . . . /. . . d2 =di or = Te + Tn + 0.Sd = t [.f[. + r. . + 0.Sx X M = . / .O I . Select larger of the values. but not to exceed On. d2 " d M/ ]L
= 2.5 (Te ) = 2.5 x . e M. = /.00 ,
I REQUIRED AND AVAILABLE REINFORCEMENT AREA: Nete: For An or Ab d. subtract value from appropriate Tn or Ta A,,, . 107 (tmn) (d i ) (2. sin e) = 1.07 x .2Y.#[. x . [. @. x (2 . . ./ . . ) = . . Ib a A1 = (2d2 -ds ) (Tn-t,nn) = 2x '/.7/.. . / M.)(.. M . . 2 d )=.. Q 8.8
. e g . I
- A2 = 2L (Tg - tm b ) =
2nd89.. x ( . *. 3 M .e/.N . ) = . /.N[2 A> = to2={ .....)2 =...... m Ai +A2 +A3 = .* 9.S. 4 . * / /N8. + . . . . . . = / d sq. in, available. Additional Rea*d: Yes O No V j ADDITIONAL REINFORCEMENT: l:, ORDER NO. FOR A*3 = (t) )2 = g,,,,,,)2= ,,,,,,
;; LOCA TlON SYSTEM A4 = ( 0, - d i ) t, = ( . ... ......)x .....= . ..
,j ,
..1x.. = '
. A5 * (0,- 0 3)te= (. .... .. . . ..
, g, _
g ; di+A +A 2 3) +A*3+ A4 ( or AS)= i _ ! NOZZLE REINFO ACEMENT . m)),;
. . +.... = ; y l ...... ..... . ....
Adcitinnal reinforcement adequate Yes O No O A n si s as.: won ssE n wms [a ; jl i
- . . . - . . - - - - - - _ .. . . = - . - - .
l - . - - - *
- .. _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ a . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .
; , _ _ . .-- . '1:!db 22flA , ..<lfPA 9 ~
U __ - -- 7
. i.u
-s--u t.mpb, OESIGN CONDITIONS: /' h.O.O. . psi O . 7.Q Q . . *F
#'a'U" * '
HEADER BRANCH
/ ~
l l ,
/ j di
./ ./. i nominal Size f y
a ,, w g.h/i j,f s j '
,. g.
ega ,
. Outside Diameter On g De p,<irff
/Dn** Y' ' .i l. } {
f, f. Nominal Wall in ,33j Tu , f yS'
; ,N_._.T-y Ir ,! l' Actual or Min. Wall Tn , yg T3 J)/
l l__," ;~ t u d'"' , I
~% ; h..u M^ tal Scec. 4,; is z i l op* a,t J2t- ,y,y l Recu. red seenfc, cement area Allowable Stress
, Sn fgg So gfpp
, , Area A, - escess waff in header y gg. En -j h /
/ A,,a A, - e.ces, waii .n e,anca Y- fa ctor Yn ,k Yb r
,/ , A Area A, - tillet weid meta, 3 ' i ~"~
A,ca A - metal in ring or pad ; Struct. Stab. Factor An Ab f-
'l C Area A, Intersection Angle #
meist in saddle aroni ru" l 4 70 REQUIRED THICKNESS: im. = POn
+ An =
/.509. x . . . 'I- ..
+ . . . . . . = . ./.d 7 2Sn En + 2yn P 2x ./k# a../. . + 2 x ./. [ . . . x ./$9.9. *
. ;7,9 [ 7 P0 3 /.f.QQ. x
,! im o = + Ao - - + . .
= .f.,.. -
2S3 53 + 2y3P 2x /.M9 x . /. . + 2x, r[. . x . /.8.4 9, i q
-. -I LIMITS OF REINFORCEMEN,i:
,f i
De - 2Tb 2 . N - 2x e.3. N . _ p,j g...... sin c p d2
- di or = T3 + Tn + 0.Sdi = .- + M( + 0.5x d,/.N = . [. [.7.3
,! Select larger of the values but not to exceed Dn. d2
- b/78 .
L = 2.5 (T 3 ) = 2.5 x . e N = . /.//3 , REQUIRED ANv AVAILABLE REINFORCEMENT AREA: Note For A., or Ab ;=0. subtract value from approoriate Tn or Te Ace 2 = 1.07 (tmn) (di) (2 sin a) = 1.07 x ..d Y.x 2</Y.x(? .../..) = /. b .8 A1 = (2d2 -dt ) (Tn -tmn) = 2x 2, #$ . . . R/. Y.) (. 2M. -2#/[ .) = ././/$2.
- l l
A2
=
2L (T3 - tm bl" 23 /O.
- l ' )' #-
I* #- 1 A3 = t: 2 = { , , ,}2=, , Ai +A2,A3=,M +f M .+. . . = i. S 50. in. available. Additional Reo'd: Yes O No l ADDITION AL REINFCRCEMENT: l:ORDEP NO. FOR I A*3 = lt' 12 , = (. . )2 = , j,' ,
- l ,,LOCAitON SYSTEM I A r. = [ 0, - di ) t, = ( .
, . .) x = r---
ce
}! A s = ( 0. - o.,)e=( t -
.i x .=
j,j CA LC. B Yl.L2L L - , CH B $._ -.
- - -- )'
Q .h/. . DATE g . g.go. - .
'l O A T C ') _ _ _ . _ _ .
%, jai +A7+A3) +
A *3
- Aa ( o.r AS)=
l s; NO2ZLE REINFORCEMENT !, i
* + + ..= 3 l
(t \ ,Ld,.5 j
't ANSI S31.1 WCR K SHE ET WS-175 7
( -.
.. I
. Additional reinforcement adequate: Yes O No O i
' I
. - . . u -w.- ._:.==...==- . . - -====-.=.:== -- ,
;/
~
'~*A
? _ M 04 T s .e @ I / fo
- 4ie/. A _.
\
)U -
,[ (f L '.'" .' / h. , DESIGN CONDITIONS: /f.Q .Q . . psi O . . .'70. 9.
- F
~ r *. a. .=auw Qig
/
i .; HEADER l BRANCH
,h., ~ /g e
Nominat Size y g.['// j ,/ :
/ / 3s f^ * *
,1
~
'f//'r' ,,,,, ,
/
/
r" 5
. 'Outside Diameter On Q 75- 03 y, y y j
lr ih-&f'l/ j Nominal Wall Tn ,Q3 Tu ,79y
*! ;* . oe i l .
*t >/-
I Actual or Min. Wall Tn ,g To , 7/ f
,l s "~ suss no r e n sp lit, d .* 10
_l__t
^--:._ .,,.>. ' '" Material Spec.
g ,y
] ,
l 7gp g gj Reauired reenforcement area Allowable Stress Sn l gpg 50 # 9g g
, 1 Area A, - encess wait in header g gg .,,
[/ A Area A, - excess wall in branen j y- actor yn , #j! Yb ,t/ 3 Area A, - fillet weld metal I ,
.jl Struct. Stab. Factor A3 Area A. - metalin ring er pad An _ -
, C Area A, - metalin saddle along ru" Intersection Angle a [<p*
REOUIRED THICKNESS: tmn = PDn
+ An=
M x .h. .
+ ...... = .,.M[
2Sn En + 2ynP 2x . M ,h . . . / . + 2x . /.Y. . . x d.O.O. .
- I PDu
/.$ & x .d.S.Yl
.l tme = + Au - + ...... = .'.77. . 7 ~
2Se E3 + 2ybP 2x ./(.2/.>G , . . ./. + 2x. .d . . x /.I@. . LIMITS OF REINFORCEMENT: 03 - 2Tb , M.N . - 2x ...M. , y sin a .../... d2 =di or = To + Tn + 0.5di = /. . . + ." .N. + 0.5x A .S.33 = . ?. 0// . Select larger of the values, but not to exceed On. d2 " h...ON
! L = 2.5 (T b ) = 2.5 x .,/9.2. = ./..N ,
I i REOUIRED AND AVAILABLE REINFORCEMENT AREA. P'ste: For An or Ao #0. subtract value from appropriate Tn or Tb l A,ea = 1.07 (tmn) (dt ) (2. sin a) = 1.07 x MN. . d.3.2 . x (2 . ./. . . ) = .. Md A1 = (2d2 -d ) (Tn-tmn)
- 2x 2 O/.S!. - N .d.3 .I (.e.d M i
E [.) * .* O. N 11 A2 = 2L(Te - tme) = 2x[.N.O. x ( d[. . dd . 1. = .8.d N A3 = t: 2 = ( . . . . . . ) 2 =,,,,,, A i +A 2 +A 3 = d . + Mr/[.b. . + . . . . . . = 8//.b. . sq. in. available. Additional Rea'd: Yes O No D/
, .g ADDITIONAL REINFORCEMENT:
ORDER NO FOR A*3 = (t't)2 = (......)2 = ..,,,, j'
, 4, LOCA TION SYSTEM As = (o,-d i ate =<... .. ,......)x......= .
..., gj g,y g
A s = ( 0. _ o., ) te . ( . . . ..)x......= . . y g,,,z.m ,,,, g n g (A g ' 2A +3A ) + A'3 + A4 ( or AS)= f NOZZ REIN FO RCEMENT ]-
=
...... + ..... +...... = . . . . . . 1. ,.I i ANSI S31.1 WORK SHEET WS 175 { F:
L. _ Additional reinforcement adequate:.-. Yes. O. . . No Ou i - 17
Sb6'WS 2 (C0 2, 2.fe)c13, y 3 c)d. y zgy_39yg ___- -:_=.._--.._.
.t' r,.u u . m ) lT $ ,
Jews, DESIGN CONDITIONS: .229.Q . Psi O . d f.Q. . .* F E 7. "2 HEADER l BRANCH , l ) e' / 's / }., i Nominat Site L3 /llb
,,' i
- g 7, / , .
Outside Diameter On gf Do #, f 22 lppQ/a. ' / l }} Nomina l Wall Tn , $/3 g Ta , gy.2
\/
i ' g %
.i
.- g a., "S * "'
)' Actual or Min. Wall Ta , J g '3
, To y N/ ,
Mattrial S0tC. \ j);7 /O(srh .$k lO $ l Reqv"ad reinforcement area Allowable Stress Sn ggy S3 lfJ_fon Area A, - excess wallin header M Erfkim En '/ h /
.l [ Area A, - excess wall irt branch l / A Area A, - fillet weld metal
~
1 Area A, - metalin ring or odd Struct. Stab. Factor An - A3 - r D Area A, - metst in saddle along run intersection Angle (* REQUIRED THICKNESS: }
.I mn = POn 9 7.R0 x . 3r[ .
+ An = +......= 2.9. 9f le 2Sn En + 2ynP 2x /.[.#.90s . . [. . . + 2x . 4 I. . . x 27M.
, P Oy 2 7P.0 x . Pr.k ?2
; tm o =
' +Ab* + -
- I f77 -
~
253En + 2y3P 2x M[? x . . .[. . + 2x . . < .f. x . ,2 2 0. 9 W
- LIMITS OF REINFORCEMENT:
; o - 2To m .7 -.2x , 5 /.
e , ,
, . j. . ..
f.eg , sin a ....... d2 = di or = To + Tn + 0.5di = th . + : 28. 7. + 0.5x /Mh M= . /s .k ?
, Select targer of the values.but not to exceed On. d2
. ./I/e .N I L =
2.5 (Te ) = 2.5 x h.'/2. = .d.N.I IN , . .I REQUIRED AND AVAILABLE REINFORCEMENT ATEA: [ Not:: For An or A3 #0. subtract value from approoriate Tn or Ta A rea = 1.07 (tmn ) (d )i (2 . sin oc) = 1.07 x .d . x / [.4.@x (2 . . / . . ) =,. N.b
; Ai =
(2d2 -d i) (Tn-rmn) = 2x 4AM .Ma (. ,3.0 . , M.) = . B.2
,' A2 = 2L(Te - tm e ) = 2x [.[b x-(..,N.! .</.k ) = ' ..f.O
' A2 = t,2 = (..... 12 =.... .
! Ag+A2'A3 = ../7.4 . * . , 2/J. . . . . . =. d'. . . in. nadable. Additional Re(d: Yes O No I ADDITIONAL REINFORCEMENT: l h0ROER NO. FOR A's = (t', ) 2 = (,., ,)2= ,, , ;;
,, LCCATION SYSTEM I 4 = to,-d ) te i = ( . .) x . =
g ; g ,3, g g
.A5 = (Oe- 0 )3te = ( . .- -
.) x . . .
= '
]OATE *> -M *- 9 lOME 8~/2"*bO_l Ag+A 2+A 3) + A'3
- A4 ( or ASI" !j -
NOZZLE REttJFORCEMEr4T l
=
...... . ... .. ..... . . .. :' k),.h, f j j Ansi s31.1 woRKsHEU C 5 {9 <
Additional reinforcement 2decuare: Yes O No O
- -.n - . . . - - -. _ _ - . -
,17
r, &c:t s<m o "W m s W7 M g3- 1919 4
.g- ,
- i. /~'f4;** j% OESIGN CONDITIONS: M .Q .@. psi O ,4.[Q. . .* F W, me.- P r' Q '*** fg M
/ j HEADER l BRANCH I
,/ f ,' . j' l
./ lYl' Nominal Site y / f/s f l'E / y
~.Li.,'/v' , ,/
s
, / fy,/ j,/~ Outside Diameter On g f"~ 03 7 (,22
' ./ / /]
Y/ '
/?./'WQ/ Nominal Wall Tn , f3 / To ,h r.
e _
" a/ ,
.I r- vrpo ty r a
Actual or Min. Wall Tn , (/Q T, ,fg/ -
. / i
.- _t c ',,_,.- g s, t 7 ; Matereal Scec. gip /pgg g,p ,g Recu ,:d reinforcement area
, !2E7 Allowable Stress j Sn geo Se /ygo O c--- 7 Area A, - excess wallin header g [g Area A, - excess wallin eranch j Y-facter ,f j /yA Area A, - fillet weld metas Yn Yb
' * ~~
l Area A , - metsiin ring er oad Struct. Stab. Factor An An l k Area A, - metalin saddle along run
, a Intersection Angle cc
[3 o REQUIRED THICKNESS: 1 POn CDP.O. x .h. t mn =
+ An =
+ ... ... = *. 3..'./.$
I 2Sn En + 2ynP 2x /fo9.Ox,,/,, # 2x , , ,g, , , , ,g,@p
. e mo =
POu ' 27@ x S .h ?.)- + . . . . . . = . ,.79f.
+ As = ..
2Sn En + 2y3P 2x //@ x . . /. . . + 2 x . . . I. . x .,2. M9 LIMITS OF REINFORCEMENT: l _ O s - 2Tn
.e2k2.7.-2xr$.k _ g9 l sin - . . . .x . .
ld 2 =di or = To + Tn + 0.5d =
. N + ! .k. + 0.5x .
. .$ = . ['. 7.7f#
Select larger of the values. but not to exceed On. d2 " /e.N L = 2.5 (Yo ) = 2.s x , 6f.,2 = ,gg 4/7 . REQUIRED AND AVAILA E REINFORCEMENT AREA: Nota: For A., or A3 *O. subtract value from appropriate Tn or Te i Ar:a = 1.07 (tm n ) (di ) (2 . sin e) = 1.07 x , 3 7.I . x .4 b 9 x (2 . . [ . . ) = r. b h A1 = (2d2 -d il (Tn-tmn) " 2x 8.22b. -8.N.0 (. <M-( 3 8) " .d 2 1 i l . \ .i A2
=
2L(T3 - tm o ) = 2 x /f[. .~ x- ( nf[/ - <[.Y. ) = < . .M[.k 3 I( ...... ... .. l A +A i +A3 2 = , / 8 d. * .,[ d .+. .. = /.Nba. in, available. Additional rleq'd: Yes O
. No r f- ; 'l' ADDITIONAL REINFORCEMENT:
t (t', )2 = (,, .12 = f: ORDER NO. FOR A*3 m ,, ,, j; I ,, LOCATION SYSTEM i A4 = (0,-d li t, = ( ,. . . .) x . .= . . ,j,. ] ,g . g l
. ASe (0,- 0 )3 te = ( . . . . . - .. . .) x = f I
' C A TE __h I 2 . p
, /A +A +A IOATE i-M M I
,s. i 3 3) + A'3 + A4 ( cr AS)= l l NOZZLE REINFORCEME.*4T ll j
=
Additional reinforcement adequJte: Yes O
=
?
Ansi s31.1 wo A K SHE ET WS 175 k)k [ -.:. j No O ! l 17 l ,,
DeMef /'5.shec(v --.
.:2 soo.,.3
. :2.f. ov_. 3 , :2cCa e/
TB2-1975 O
.: == . .._= 2_ _ . q : _.2= _=--.:._ . _
,jh. syg,9a A, ,
DESIGN CONDITIONS: 229.O. . psi O . MR . . .*F Q.' . n m g, g
,j [ HEADER l BRANCH , ;i - '
- '. e f .w J'f ',,. /j l 3
/r/ e/
i Nominal Size // ,,:2 8
, g,y ,
/ Q' /' j,' . Outside Diameter On l /,(( 03 .3, 2 7/
$ f/a kD:'-(f'. ' l l }
ca. Nominal Wall Tn ,53) Tu , 7f). 1 l ,'
"' ze >/
y
. _ g ,,
n so- n oo e Actuat or Min. Wall Tn f /6 f t To ,gr (/ i ,~(,,.., Material Spec. gyf/06/3 g jef l l Requi .d reinforcement area A!!Owable Strest Sn l /f Og ) Se fjggo c- ;7 Area A - eucus wallin header j g .,, g7 Area A, - e= cess wallin branen !
/. A Area A3 - fillet weld metal Y-fact c Yn if Ya ,f I " ' i , Area A, - metalin nog or pad ; Struct. Stab. Factor An Ab ~
k Area As " 8'tal .'n saddle along run i ]' - Intersection Angie a: pg) o REQUIRED THICKNESS:
,smo =
po n
+ An =
2?@ x . !df. + ......
= e.3.7. .g .
l 2Sn En + 2ynP 2x /.f899 x . . /. . . + 2x . f. f . . x ,2.240.
- POu ,27.0.0 x ? =2. ?!
, t= + As - + ......
= .
22g . 2So En + 2VbP 2x / 7[d.Ox ./. . . + 2x . . s .I. . x .2204 w i LIMITS OF REINFORCEMENT: l .= Os - 2To = 3 2.'ll- 2x rZd.? = /.,. ...gy 3 i 1, d sin a ..../.. d2 =di or = Tu + Tn + 0.5di= . . < 7/f* . . . N+ 0.5x /[@ = . 2,/.9 O . - Select larger of the values, but not to exceed'O.,. d2 " . .MO# (L = 2.5 (Ta ) = 2.5 x i.M.8 = / /f/ , REQUIRED AND AVAILABLE REINFORCE $1ENT AEA: Ncte: For A., or A b #0 subtract value from appropriate Tn or To . l Aceo = 1.07 (tmn ) (d i ) (2 . sin a) = 1.07 x ..*37.k. x .N.Nx (2 .[. . . . ) = ,.7 A1 = (2d2 -di ) (Tn-t,n n) = 2x 2d?d~-[.N1(, e '[?'[ .. N.) = .89/c' . A2 = 2uTo - emo) = 2 x .tr.V. x t .Jt.R .E.h = ./.r#./ l iA 3 = t,2 = ( . . . . . ) 2 =,,,,,,
,' A i +A 2 +A 3 = .I.Y8/. . ?.9 h. , . . . . , =. O Mo. in available. Additional Rec'd: Yes O
. No 0/ -
ADOST[ONAL REINFORCEMENT:
- f: ORDER NO. FOR i
l A*3 * (t )2 = ( . . . . . 12 = t ,,,,,, ;.
,, LOCATION SYSTEM I, A4 = to,-d )i e, = ( ...)x..... =
CH.sYd4 M ' CALC.sy & M /
- l. Ag e (0,-03)t,=(. ...- .- . . . .) x . . . . . = . OATEf8 IE ~gd) '
OnE*N 3-M A +A2+A 3 ) + A'3 + A 4 ( or ASI* i NOZZLE REINFOACEMENT - nj.,e
= i
...... . ..... +...... = ......
3 , i q .. Additional reinforcement adequate: Yes O No O . ANSI S31.1 WCRK SHEET WS.145 { --: . ;l i
~
17
p,!*1p h&s .py $ o ,, " .,'> 2 g o o..z
- - -- _ ./ 2. goo,3/ 2. m, ,
, TB2 - 1975 h ,
7;, .
*. r,- u s sy/J ; ,* /4. ,
r,,- DESIGN CONDITIONS: j/S O. . psi O . .[2.7.O. . *F
'*~' -
- \3~* ' / HEADER l BRANCH l /f ~/
/ I Nominal Site f y, 1 i f /r/
/r** /
'is g !!
W,/ ]f,/
.. id ,',,g , , .
Outsid. Diameter On [, f y ( On y 7j/
. Ei .
- v&f 3 ' l ,/ l Ncminal Wall Tn, , pfg
. Tn , Jg or.. ij
! ,'. *? -.'t 1
s Actual or Min. Wall
,1 -
,.- c sa Ad* D'* ' Tn ,Qg To 'g s ,% in.e. Ma terial Spec.
pg g 4 y (of" j- y Beau. red reinforcement area j Allowable Stress ' Area A - escets wallin header Sn fgg_ Sn fyf g g/ Area A, - encess wait in branch
- y- f actor
./ r A Area A, - fallet weld metal yh /
Yb a j Area A, - metalin ring or pad . Struct. Sta b. Factor " ' An Ab k Area A, - metalin saddle along run Intersectiors Angle CE [gO REQUIRED THICKNESS: ton = POn 2.N9. x .b ./h . 2Sn En + 2yn P
+ An =
2x. 6 9.@ x . /. . + 2 x . .,. / 5 . . x .27.Q O
* ...... = /. k h.
tmo = PDn 270Q x .3*. *2.N
.+ Ab* * -- * !=g Q
~
2Sg En + 2y3P 2x. 6 [COx
.[. .
6.
+
2x < .[. . . = 2 748. [ LIMITS OF REINFORCEMENY: l 03 - 2Tb 3, >ct/. -- 2x . .. ?!.7
/1. 8. 3. 3 sin c ,
=
d2 di or =Tb + Tn + 0.5d =
/.7(f. + *.h.D. + 0.5x 'dk.M= 2 2.Y- .
, Select larger of the values. but not to exceed'On.
d2 *2..k. u L = 2.5 (Tn ) = 2.5 x .,772 = .M.Y /' REQUIRED AND AVAILABLE REINFORCEMENT AREA: Nota: For A., or A b #0 subtract value from appropriate in or Tb l A m= 1.07 (tmn i) (d ) (2 sin e) = 1.07 x Nk x M.Nx (2 . ./. . . ) = M. . A1 = (2d2 -di l (Tn-tmn) = 2x @.2.N. .h.N3,i (*.42. ,sh.) = ,#.f A2 = 2L (T3 - tm e ) = 2x. s x (.e. k. -.. M.$) .d.h. / . . = f A3 = t: 2 = ( , . . . , 3 2 ,,,,
} Ag+A +A3=*/?N.+d.N .+.. ...= h. Q. in. available. Additional Reo'd: Yes O 2
No (D -
- l I ADDblONAL REINFORCEMENT:
A*3 a (t J2 - (,, , 32 . I. ORDER NO. 4 FOR
, , ;j
,, LCCA TtON SYSTEM p - (o,-d,) te=( .3 x l myg
, g,j; A5
- IOe- 0 3) te= ( . . . .. . .) x ..
=
-~"(A i +A2+ 3A ) + A*3+ A4 ( or ASI* lOATE [ 2 1 Xd___ DATC b l 2 40 l - I NOZZ1.E REINFORCEMENT
......+....+.....=.
- 4 W, g,.I l11 Additional reinforcernent ad*;uare: Yes O No O Ansi s31.1 WOM SHEET WWS ( .-P
. - = _
l .- il 17 d
w u s ., ., - - - .' e . . - - . . -
'"ytvs J b ut. , 2 O /. 3,- 360t'. y T 82 - 1915
'n'~ _ . _ . - - - - - -
-I p-m, u ,u.n DESIGN CONDITIONS: 2.N[ . . psi D . 20 9. . . .
- F
.o 4 g' 7 //4,
'. D* 7 HEADER BRANCH l l ,
,/f j '
.l l. I Nominal Site q- o
/ff e
~
f'/r*
'.y .(, i
.2-s.
. /
-k'_f l'! ]pf r*
, . Outside Diameter On Jf
~
03 p f yl2 4
.: . _ _ , i fy/,
$1D-Q/d' -'// j__ i Nominal Wall Tn ,yy T3 gf7 /
.* or ,j -
j ,'~ -
't -y
}
Actual or Min. Wall Tn ,,J f 7 T3 ,f$ / l _}]. ,~ C " Js4 6 JJ /82
,~;nu t ya tuia, gpec.
l I _g , , , , _.,,,
! Reqw;ted reinforcement area Allowable Stress Sn l gM 30 /(9p
; , , Area A, - excess wallin header Joint Efficiency En fb g/ Area A, - encess waff in branco -
'/ /
/ A Area A, - fallet weld metal Y- a Yn ,[ Yb ,Y
' ~ '
, A,ca A - metas in ring or oad ; - Struct. Stab. Factor An Ab ~
r _ Area A, - metal in Saddle along run Intersection AngIt C: fC8 REQUIRED THICKNESS: POn 2787 x .Jf. . tmo =
+ An = -
+ ...... = fe/.$/
2Sn En + 2ynP 2x.44*?OOx../... + 2 x . . e .Y. . x 2%?.{. [ PO 3 2 ??.[ x ,7 6,?,2 .
]t3 =
+ A3- + ..... = . 2/.O -
2Sb Eb + 2y3P 2 x ./.h @ x . . ./ . . + 2x..r.9'.. x ,47?.7, [ LIMN S OF REINFORCEMENY: _ . _ _ 03 - 2T. p.4>> . - 2x ..K F. , p
! s,n e . . . /. . .
d2 =di or = Tb + Tn + 0.5d = / M/ . + e 7.8.3. + 0.5x /,f4 O. = .d.6 Select larger of the values. but not to exceed'On. d2 " .sd.b,h L = 2.5 ('in ) = 2.5 x .>.W2. = j'M /C /7 , REQUIRED AND AVAILABLE REINFORCEMENT AREA: ] Nete: Foror Ab
; An#O. subtract value from appropriate Tn or T b l A, , , . 1.07 (tmn ) (d i ) (2 . sin c) = 1.07 x ,#.U. x /Y.N Ox [2 . /. ..)=. , f.N A1 =
(2d2 -d i) (Tn-tmn) = 2x 4.&.I. . A M (.'.39. . .<.8.) = . ./. A2 = 2L f73 - tm 3 ) = 2 x /' M . x (..M l. .2 d )
= r. [.
,' A3 = t 2 = (' , , , ,,}2 .,,,, .
] Ai +A2 +A3 = , d f.$ + .i N .+.. .. =. ,M sq. in available. Additional Reo'd: Yes O No O' l ADDITIONAL REINFORCEMENT: l. ORDER NO. I FOR I A'3 = (t'J2 = {,,, , )2 = ,,,,, ;j
,, LOCA Tt ON SYSTEM I
;,4A= (Oe-d ) te=( i . , .) x .
=
ygv g 34 A$ = (0,- 0 3) t,= (, .) x .
=
.] g g,q v A +A 2+A3 ) + A'3+ A4 ( or AS)= f NO ZLE RE NFORCEMENT ,
I
= .
i
. .. . , _ . . . . . . = ,
nd'L2 j i additional reinforcemer,t adequate: Yes O No O l ANSI 833.i WORK SHEET WS-3 75 ( :-__ ' I_ 17 _ _ - - _ _ _ _ _ _ _ _ _ m
y m ., --,_
.-u.e>
+ m , se e s. g,
_ _ _ . _ _ _ _ , _ _ _ _ . a vu. $ 35o /. y . zg2_,,,, g., . p .- .-p---.- -
?e , 'c'4: 1.Q/S , .
DESIGN CONDITIONS: J.-2 M. psi O . 2.Q R . .*F
; <' :,w?.
, \. \ j' j l HEADER l BRANCH r w,/l /
l' j s i Nominal Site t,/ I' h'
- a. ! //f' i
/
',,/ ,
{i./ ,y' :, 1
; Outside Diameter On f gg' 03 y3
,', /.h.'.k'j'fJ - // Nominal Wall Th Yb
,G/ , y .7 i
Cr.
" sj ,
e-- , , 1 Actual or Min. Wall Tn ,f,/ y To ,jfS/ j s'~ Material Spec.
. g,f yd, g / g *).
,%:, j,... l
; gy gg Reau' red reinforcement area Allowable Stress Sh Sb f g/pg jgg g
- I , , Area A, - escess waff "n header l . .
Jo. int Efficiency ll , En / {3 j [
./ A Area A, - escess wall in branc.h -
y-factor Area A, - fillet weld metal Yh / yb r Area A, - rnetal in ting or pad 11 I Struct. Stab. Factor Ah - A3 -
! C Area A, - rneral in saddle afong run Intersection Angle CC O
~
REQUIRED THICKNESS: l , PDn , , .-2.7.[. x .k.(. . , 2Sn En + 2ynP 2xN.OO x . . /. . + 2x . f.M . x 2/.2.5~ , PDn .2 7?[. x d &?1 = . . , . , .9 I tmb =
+ Ab- + ......
2Sb En + 2y3P 2x /NOO x . . . / . + 2x . . . f/. . x .JZ.'?S' MMITS OF REINFORCEMENY: Ob - 2Tb , R 6??. . - 2x . .f.W. ,
,f y sin a ..[.,..
l d2 = di or =T b +T h + 0.5di = '.Y. , +/.@ f. .'+ 0.5x /, fM. = . .d .h Select larger of the values. but not to exceed On. d, = /<' '7 76 L = 2.5 (T b ) = 2.5 x e f.N. = . <M
/*
REOUIRED AND AVAILABLE REINFORCEMENT AREA:
- l N:ts: For An or A b #O. subtract value from appropriate in or Te Arm = 1.07 (tmn ) (di ) (2. sin a) = 1,07 x ,.J4/, , x f,$/2. x (2 . [. . . ) = . d.k A1 =
(2d2 -d i) (T h-tmn) = 2x /, '/ 7/,* - /s @Q (. 4 t'4 f. ,..'l la./) = . / // 7 A2 = 2L(Tb - tm b ) = 2 x 8. [ .2 x (< [ k. .N.k.) = ,8.4. A3 = te? =(,,,, , )2 = , , , ,, A i +A 2 +A 3=([./.7.+r[.W.+.. .
=- N.8 q in, available. Additional Reo'd: Yes O No r3/" .
ADDITIONAL REINFORCEMENT: f iORDER NO. FOR A*3 = (t))2 = (,,, , )2 = ,, j;,, LOCATION SYSTEM A4 = ( D, - d s ) t, = { . .) x . _{
. % .=
g , A5 * ( 0, - 0 3) t, = { . .s. .) x =
.q j 7 j2-Td d1 *A +A 2 3) + A *3 + A4 ( or ASI* l NOZZLE REINFORCEMENT i
= . .. + . . . + . . . = .... , hik,j ANSI B31.1 1
Ac WOR < SHE ET WS.I.75 I ~4-ac, quate:. Yes . - -O
'ditional...m.,reinforcement No O
. = ._._w._. _
_ . _ _ _ -.. _ __ - _ ;_. - a' j i 17 '
.=mr
- - - , - . . . . , . . . d
,_...% w- ~ - . . , o..v , o s-._ 1.e vr,a , 2gcas,y, --v2 7 w r y e,_,, , _ _ _ _ - . - - . . . . .
____.._____._1-___... [b 'T % OESIGN CONDITIONS: f. 7. psi O . 20.d. .*F e- s eu a-< . un~'r f f D* / l HEADER l BRANCH , lf ,.lj y l j Nomin'al Siae fk
.t e
i e'/v' s . '., f , ' . *:/
.-. ,a y.
, /
m M. '.,"/ ].!.h I
/r Ourside Diame er On y On g 7 yj
".f s': lhih h & f ~' ! ! )
c,- Nominal Wall Tn _gj Ts ,79y j j-
s/ ,
I Actual or Min. Wall j I
- s. *~
7 s w3 e ne _, i Tn ,4f To y/f
/ ,
.19 .776 e
~' N_1[s,.,.e. C " I Material Seec. gg joy l Required reenforcement area
; Allowable Stress Sn l gpp p So ggg
; , , Area A, - encess wallin header Joint Efficiency En 'j {n
'/ Area A, - encess wall in brancu '
f Area A, - fillet weld rnetal Y- factor Yh .[ Yb
'A i
i
' i
, Area A. - mets:in ring or pad ; Struct. Stab. Factor An Ab "
. f' -
Area A, - rnetal in saddle along run Intersection Angie cc pD REOUIRED THICKNESS: PO~ D
- N.I ~
, ,, n = + A,. --- -- -
........3k/ ...
2s n En + 2ynP 2x.d [ M x..../.. + 2x.e.-M...x 8.M ( .
- P O., p.72[ x .3.? 7/
ta= + Ae - + ...... = ..2,4,.7 .
, 2 S., E n + 2y g P 2x / ff9.Ox . . ./. . + 2x./.Y...x 2 .7.2.f.
, LIMITS OF REINFORCEMENT:
j 0 3 - 2 r, 3?.'V.-2x.7(?.. , j g g. i , qd i , iin e
.../...
l
!d 2
=
(* 1 or = Tb + Tn + 0.5di= r .7/2 . + . emf' . + 0.5x 4.5. @.3. = . d,/.O.O l Select larger of the values, but not to exceed On. d2 " [.' ./ 0 0
!t = 2.s (T 3 > = 2.s x ,. ?f2. . = .4# 4 rf L__ -. _
+
REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or Ab #0. subtract value from appropriate Tn or To [ Area = 1.07 (tmn ) (di) (2. sin c) = 1.0 7 x . 3 4 / . x.d ? N . x (2 . 2 . . . ) = ./. . > A1 = (2d2 -d 3) (Tn-tmn) = 2x d'/00..- A 9.31(.'.Y d . .,. N /.)=./.d. h
.i
'l A1 =
2L fTs - tmu) ~
=
2 x Uk'. x ( .r 70.' - *.2 h.2. ) = . ds'. h.S A3 = te2=(,,,.,,)2 =,,,,,,
,, Ag+A 2 +A3=.2Y.b+ [. h .+.... .=.d.h.
. sq. in, available. Additional Reg'd: Yes O No F ;
ADOITIONAL REINFORCEMENT: l l: ORDER NO FOR
-l A*3 =
(t))2 = (,,....)2 . ,,,,, ;; ij ,; LOCATION SYSTEM , gA = ( 0, - dt ) t, = ( . , 4 . .. . .) x .= . . gg ,g g g 1A5 = (0,- 0 3 ) t,= (. . ..- ... .1x ....
= .
. . l. 1 E MM OATE ~ IE ~ O l sQ A g + A2 + 3A ) + A '3 + A4 ( or AS)= } - l
; NOZZLE RElr&ORCEMENT ,
. h
=
...... + ..... +...... = ...... l .g ,
t' .. ANSI 831.1 WOR K SHE ET WS.I.75 d Additional r es.t forcernent adequate: Yes O No O I l p' .
.;. ... _ , .. _ . - - . . . . . _ = . _. .. .i -. . . . - .. -
. __-_ _ _ - . = = ,
. 17 c- s___________________
.s n i m e s...--.-
s.a J > ~; > -s <o a sia,2sv,..,> .As us y w _, gig y y
- . . a
.Ls-_ ____________..._______._1_____..___ _ _ _ _ . ;j e,- :,,.n' ry;: g&+jk. .
/ .
DESIGN CONDITIONS: ?.0 psi O . . 20.WF
]W*,
Q / l HEADER l BRANCH
,%nb l
; h,? ,/
/.*
i' Nominal Size f /r 7r / [W(%j d is ril )g ' i
],'
M f b' '
- kfFY g ,;
a.r ;
. Outside Diameter f, gf , - h/pl. ..,g , On De g 2 7/
[!D,M(/d* - / j Nominal Wall Tn ,7/g fg ,7
; '._ Cr. ._ .-s l w t l
s
't , Actual or Min. Wall Tn ,Qg Tb
// 9 'f V-]
Ma terial Spec- #M
. ~ ! so ri -m l w.:.x g
Requ. red reinforcement ares Allowable Stress Sn / fgppo l jffg _ So 'i c ; Area A, - escess wallin header .
,j
! g/ Area A, - excess wait in branch j p
+'
l / A y- actor yn # 7 Yb , l[ ,"; N,; 7 Area A, - f allet weld rnetal !
.# l Struct. Stab. Factor l MM P
Area A, - rnetsi in ring or sad Ab rW { An - t' C
. . Wy' Area A, 8 rnetal in saddle along run [ Intersection Angfe a: fp REQUIRED THICKNESS: >&
PDn 8.M x .b .S. . . [3. ./ tmn = 2Sn En + 2ynP
+ An =
2x /6/09x . ./ . . + 2x . ..,r $/. . x .?.?.2 6~ ,
+ ......
=
' .fk. .),[@
tm3 = PDy
.+ Ae -
&7.^2[ x .0. ??/ .
+ ...... = t,2 g ,,,
. gW, 2Su En + 2ybP 2x /67#e x . ./. . . + 2x. d. . . x . ??2.[.
M
.vumi rS OF REiNFORCEMENl": )
6.' g ds
=
Ds - 2Tu = 3 ?. ?!. - 2x . 7/Y. . = gy3. 3 -
&g.17 ig sun c ../.... ~
g i d2 =di or=Tb + Tn + 0.5di =' N . . + < [. . + 0.5x 4.@. = . 8.,2p 9 ,
';{jf f Select larger of the values, but not to eveed On. d2 = [.' .h I L = 2.5 3(7 ) = 2.5 x . ,7.92 = ./26 /fIO '
I d REQUIRED AND AVAILABLE REINFORCEMENT AREA: l Nota: For An or An #0. subtract value from appropriate Tn or Ta dY I Area , 1.07 (tmn) (d i) (2. sin a) = 1.07 x e [N. x 28.'3.2 x (2 . ./. . . ) =. ;
;A1 = (2d2 -d ) (Tn-tmn) = 2x n
i 2 U.T .d' .6.M (.<M S .,- f .N/) = ,. M / [ : 2
=
2L rre - tmo) = 2x ./. CI hx (.<. 7 d .,/.4 ,2,) = ./. @ ]
<A3 = t, 2 = ( , , , ,)2 =, , ,
4 Ag+A2 +A3 = .. 24/ + /l.f.dl+ . . . . . =. M.d [sa. in. available. Additional Rea'd: Yes a No [
- I ?" ADDITIONAL REINFORCEMENT:
i idA'3;=(t't)2= (.,,,,.32= , ;j
' ORDER NO.
,, LOCATION
_FOR __ SYSTEM l
</
.) x , - yg
*f $g,p;l-;'(De-d t ) t, = ( .
. .. = g l
.! :-.. (D -e D a te= ( .. . . . . x .
=
( M M vO_ DA Te _ .. -/_Z - fo_ l
;E.)
A2+A3 ) ' + f A *3 + A4 ( or AS)= NOZZLE REINFORCEMENT .4 A
. g j,
.+ .. +. . .= ... .
y m)&. 33,'_.ce. iloa ireinfor ment . .aeequaie: Yes o No a l
^Ns sau wm me sT w s f g. .y .
. . _ __. _ _. . - _. a -
4l
.m. 17 -
kQ.i @ y.f4 ip, w L ,,.% ' - _
r-- ,
, ; ATTACHMENT 3 h
CERTIFICATION OF ENGINEERING CALCULATION Station and Unit Number Catawba Nuclear - Unit 1 Title of Calculation Fabricated Tee Reinforcement Verification For Internal Pressure - RN System Calculation Number CNC-1206.00-02-1024 Originally consisting of Pages I through 26 . These Engineering Calculations cover QA CONDITION l 0 4 items. In accordance with established procedures, the quality has been assured and I certify that the above calculation has been performed, checked or approved as noted below: Performed by 6. Date Z-Zl-83 Checked by [ Date 1 ~R/- 83 Approved by b kk N Date 2 % ~$ Issued to General Services ivision Date Received by General Services Division Date Revision / Addenda Log: Performed Checked Approvea issue Pages Pages Pages By By By Dat ec'r No. Revised Deleted Added Date Date Date Date
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, i ////
\ ////
/ /// Form 101.1/ Revision 6 W,~; . - - - ~:L , n n; - _. ,- . - x - , . u .,. ,.,
. . . . , . - ,. , _ _ __ ._ l
, ATTACICIENT 3 '
N CERTIFICATION OF ENGINEERING CALCULATION 1 Station and Unit Number Catawba Nuclear - Unit 1 l i Title of Calculation Fabricated Tee Reinforcement Verification For Internal Pressure - RN System l Calculation Number CNC-1206.00-02-1024 Originally consisting of Pages I through 26 . These Engineering Calculations cover QA CONDITION l 0 4 items. In accordance with established procedures, the quality has been assured and I certify that the above calculation has been performed, checked or approved as noted below: Performed by 5. h Date z-z/-83 Checked by Date 1- 1/- O Approved by b kk N Date 2-2.1-33 Issued to General Services Di \ vision Date Received by General Services Division Date Revision / Addenda Log: Performed Checxed Approveo issue Pages Pages Pages By By By Dat ec'r No. Revised Deleted Added Date Date Date Date
////
////
/ ///
I ////
/ ///
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- I /'///
! / /// Form 101.1/ Revision 6 i
m s-
k" CNC-1206.00-02-1024 February 18, 1983 Paga 1 of 26 FABRICATED TEE REINFORCEMEllT VERIFICATION FOR INTERNAL PRESSURE
- 1) Statement of Problem Commerically available fittings have an internal pressure stress verification already performed on them. Field fabricated tees also require this verification in order to guarantee their pressure retaining capabilities. This calculation covers fabricated tees as shown on isometrics listed on page 5, which constitutes all the fabricated branches in the Catawba Unit 1 Nuclear Service Water (RN) system.
- 2) Relation to Applicable QA Condition Piping involved in the attached calculations is Duke Classes C and F (QA Condition 1 and condition 4), found in piping procurement specification CNS-1206.00-02-1002. See Index of Calculation for corresponding Pipe Spec.
- 3) Design Method Employed When an opening is made into a header pipe for a fabricated branch connection, a reinforcement calculation is required to assure that adequate metal rein-forcement (for internal pressure) exists within the limits of reinforcement.
This additional material may be acquired from any of the following: A) Excess metal (not required for internal pressure) in header and branch pipe, (to the limits of reinforcement) may be used for reinforcing material. B) A saddle, ring or pad may be placed over the header at the connection to replace the removed material. C) A combination of items A and B can be used. The methods used to verify adequate reinforcement material at the connection are described in the following: A) Workplace Procedure PPDS-PDC-110 paragraph 5.0B and Appendix D. B) ASME Boiler and Pressure Vessel Code, Section III, Subsection ND, Section ND-3643.3, paragraph C. C) ANSI B31.1 section 104.3.1, paragraph D.
- 4) Applicable Codes and Standards A) ASME Boiler and Pressure Vessel Code Section III, Subsection ND, 1974 edition including the S'74 addendum.
Cd CNC-1206.00-02-1024 February 18, 1983 Paga 2 of 26
- 4) Applicable Codes and Standards (continued)
B) ASME Boiler and Pressure Vessel Code Section III Appendices, 1977 edition. C) ANSI B31.1, Power Piping Code,1977 edition.
- 5) Other Design Criteria A) Branch connections which are accepted by the Branch Selection Chart, (Appendix E of the Piping Procurement Specification CNS-1206.00-02-1002) are excluded from this calculation.
- 6) PSAR and FSAR applicability The applicability of these reports is the same as given in section 4.
- 7) Assumptions Employed Those assumptions which are employed in the performance of this calculation are as follows:
A) When a fabricated branch line is made onto a header, it is assumed that by replacing the same amount of metal that is removed, the connection is as good as the original header pipe. (Replacement metal can be derived from excess wall material in header or branch, or addition of a ring or saddle.) B) When determining actual or minimum wall thicknesses of header and branch pipe, 87.5% of nominal wall is used for conservative purposes. (Piping is assumed to be fabricated to the minimum requirements.) C) Fillet weld material is not considered in the calculation, but this weld material does add additional reinforcement. D) These calculations only take credit for the material necessary to reinforce the branch connection. Any additional material is of no consequence to the calculation and adds to the installed factor of safety at the branch connection. E) Any further assumptions made, would be specifically stated as such on the calculation. Any assumptions which are made are intended to add to the conservatism of this calculation.
CNC-1206.00-02-1024 February 18, 1983 Page 3 of 26
- 8) Sources of Information A) ASME Boiler and Pressure Vessel Code Section III, Appendices 1977 edition. (Allowable Stress Factor)
B) ANSI B31.1, Power Piping Code, 1977 edition (allowable stress factor) C) Piping Procurement Specification CNS-1206.00-02-1002 (Nominal wall, material specification) D) PPDS-PDC-110 (Joint efficiency , Y factor). NOTE: Joint efficiency per R. L. Williams' letter MG-82-333, file CK-1206.03-01 dated August 17, 1982 does give specific Catawba criteria E) ANSI B36.10 (nominal size, outside diameter, nominal wall) F) Piping isometrics as listed in the Index of Calculations (line size, branchline)pipespecification,pipeclass,angleof G) RN System flow diagrams - CN-1574 series (Temperature, pressure)
- 9) Calculation See Page #5 - Index of Calculations
- 10) Conclusions Pads specified on isometric are minimum requirements. The actual pad installed may exceed these requirements. The excess is of no consequence.
The reinforcing material is normally identical to that of the header; however a substitution may be made as long as the allowable stress factor is equal to or greater than the header material. Calculation 1RN1 - The 42 x 20 fabricated tees on the associated isometrics are acceptable with the additional reinforcement pads as specified on 1RN1 sheets 2 and 3. Calculation 1RN2 - The 42 x 18 fabricated tees on the associated isometrics are acceptable with the additional reinforcement pads as specified on 1RN2 sheets 2, 3 and 4. Calculation 1RN3 - The 42 x 4 fabricated tee on isometric CN-1492-RN076 is acceptable with the addition of the reinforcing pad as specified on IRN3 sheet 2.
b' D pf g% CNC-1206.00-02-1024 February 18, 1983 Page 4 of 26
- 10) Conclusions (continued)
Calculation 1RN4 through 1RN15 - Are acceptable as is and require no additional reinforcement.
hf 6I !Klr CNC-1206.00-02-1024 Fcbruary 18. 1983 Pags 5 of 26 INDEX OF CALCULATIONS ASME/ ANSI Iso No. Calc. No. Pipe Spec. Code Size CN-1492-RN016 1RN4 150.3 ASME 30 x 4 CN-1492-RN028 1RN4 150.3 ASME 30 x 4 CN-1492-RN041 1RN4 150.3 ASME 30 x 4 CN-1492-RN042 1RN4 150.3 ASME 30 x 4 CN-1492-RN049 1RN4 150.3 ASME 30 x 4 1RN5 150.3/151.3 ASME 30 x 4 CN-1492-RN050 1RN8 150.3 ASME 24 x 4 CN-1492-RN051 1RN4 150.3 ASME 30 x 4 1RN5 150.3/151.3 ASME 30 x 4 CN-1492-RN052 1RN8 150.3 ASME 24 x 4 1RN7 150.3 ASME 24 x 6 1RN6 150.3 ASME 24 x 8 CN-1492-RN054 1RN10 150.4 ANSI 20 x 6 CN-1492-RN060 1RN14 150.3 ASME 18 x 4 CN-1492-RN067 1RN14 150.3 ASME 18 x 4 CN-1492-RN076 1RN1 150.3 ASME 42 x 20 1RN2 150.3 ASME 42 x 18 1RN3 150.6 ANSI 42 x 4 CN-1492-RN077 1RN2 150.3 ASME 42 x 18 CN-1492-RN 078 1RN9 150.3 ASME 20 x 8 1RNll 150.3 ASME 20~x 4 CN-1492-RN080 1RN14 150.3 ASME 18 x 4 CN-1492-RN090 1RN9 150.3 ASME 20 x 8 1RNll 150.3 ASME 20 x 4 CN-1492-RNil7 1RN6 150.3 ASME 24 x 8 CH-1492-RN122 1RN15 150.4 ANSI 12 x 8 1RN13 150.4 ASNI 18 x 6 CN-1492-RN125 1RN7 150.3 ASME 24 x 6 CN-1492-RN131 1RN14 150.3 ASME 18 x 4 CN-1492-RN134 1RN1 150.3 ASME 42 x 20 1RN2 150.3 ASME 42 x 18 CN-1492-RN154 1RN12 150.4 ANSI 18 x 8
d //- /4 ? C -U/17 sFy ro f gg, y CNC-1206.00-02-1024
' 75 - inw c-February 18, 1983 Page 6 of 26 SgM o a :cos;c. .
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-a-- DESIGN CONDITIONS: . . . . . . . . psi G . . . . . 7 . .
- F Y'"Q 7
, HEADER BRANCH
[ * [ Nominal Size zj.2 #
,j o a w
(c //#9 ,e 7 j< , j,/ < Outside Diameter Dn e42 Do q c 'I f// / / '// ] Nominal Wall Tn g, p g" Tb C.275
,/
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Actual or Min. Wall (a) Tn ,3 2 f'/ O, 3 ? - i Tu
/g . . ,
gu use ase r N t 's- Material Spec. ff . /% $.! jf(f Required reinforcement area Allowable Stress (b) Sn / 7 ,c'4. Sb
/?A c =::7 Area A, - excess wallin needer Joint Etficiency (c) En /,' En J. O
[ Area A, - emcess wall en branen Y-factor N yn '
/ A Area A, - fillet weld metal -/ Yb C l- .
I - 1 Area A. - metalin nng or pad j Struct. Stab. Factor (e) An - An Intersection Angle a 6- f, i-1 REQUlH ED THICKNESS: PDn . . x . .Yt . . - tmn = + An =
+......=.'.'.f.0. .
b 2Sn En + 2ynP 2x . /.}EY. x . /4 f. . + 2x . .J. .4. . . x . /.N. . . (,/
=
PD b . M I'. X . U. . *
- c. ..
tmb +Ab* + ... .. " ..!!'- 2SbEb + 2YbP 2x /h.<7. . x . ./. .S. , + 2x . . . .*[ . . x .('.... i LIMITS OF REINFORCEMENT: t
. .% v . . - 2 x . ,2 r;.. -al di _
D b - 2Tb , _ gg , y i sin a ,...... d2 =di or = Tb + Ta + 0.5di = 9/.D.I . + . U". . . + 0.5 x \ . .~.'*. '. = .T . . . . I Select larger of the values. but not to exceed Dn. d2 " . I'#, . '. 'tY . L = 2.5 (T b ) = 2.5 x9.9. = R .3-I 3 i l REQUIRED AND AVAILABLE REINFORCEMENT AREA: l Note: For An er Ab *O, subtract value from appropriate Tn or Tb A,,, . 1.07 (tmn ) (di ) (2. sin a) = 1.07 x ; l.'f. ! .T. x .l . . '. d x (2 . . I. . . . ) = . .' .$ . . A1 = (2d2-d )i (Tn-tmn) = 2x . l .'. . I! . . . . . 1 (.C.P. J. . '. . . '. .) = 3. f. '. . A2 = 2L(Tb - tmb) = 2 x ?c . . . . x (......' ......) = ... .. A3 = tg2.(,,,,,j2 _ ,,,,,, 1 A +A2 +A3* i .U...+.....+......=-
. . I. . sq. in. available. Additional Reg'd: Yes N No O Pad Size (See note f) we Taowem sd Foc Plant / Unit d.:0 e/ / % r m=a *=o 3ecca. Uc l
i Height = L = c ^"e m PA o. System Fr'l Calc # 1RA// Width = 2d2 = 2x /?
= 3-p . CALC B - M' ' NCH.BY U N E A4 = L(2d2 - d)) = a (' - g .,)-= P .!: DATE -
DATE S ~~i-E 1 Aj+A2+A3+A4= NOZZLE REINFORCEMENT (El'IM Q) l ' C? + c ti + + i - = ^ i l __ __. REMeao? co4WeemcmWmno.Md . Ma n WO R K SHE ET WS.175 t~--5 I
CNC-1206.00-02-1024 Form 0d184 (6-81) DUKE POWER COMPAN@h. F bruary 18, 1983 Paga 7 of 26
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- i DESIGft COfJDITIONS: . r.Y. . . psi G , . l E[. .
- F
--, {'
HEADER BRAfJCH 4 ls Hommal Siae
~ c / ,- f2" ( f'
, 4 /,/ , f I-- ' j , ]f,/ Outside Diameier Dn .j . Do 6j C?
// /) M /* '// rj],
Nominal Wall T3 g ,*
- Ib j4
De - _. y ---,f l, o< gn Actual or Min. Wall (p.,) Th C . ' ; i Tu h us e a s t_ t ' ' '--
,4, Material Spec.
Required remforcement area Allowable Steeu (b S , -} , p k g;;-:::7 Area A, - escess well m header Su lh f(' g gf Joint Efficiency (h) En Ed l, /) Area A, - escess well m heanch ~ " ~ ~ " * ***
./7 A Area A, - fillet weld metal y lactor (h yh '
Yb i W - Area A. - metal m rmg or pad Struct. Stab. Factor - An Ab Intersection Angle a Qy REQUIRED THICKNESS: 9 PD h Imh =
+ An = - ./.k .. x . ((. . .
+ ..
2Sn En + 2ynP
- ,- = . . l . . ,a 2x.l.i.'. ,8 x !'.T .
- 4
+ 2x . " 7. x . l. .! *-i . .
PD b Imb " ..l. G . x . . l.m' . .
+ Ab* +...
2SbEn + 2ygP 2 x . '-
~
.'x .IN. . + 2x . . .Y . . x . lh'i ' .. "'"'I.*
LIMITS OF REINFORCEMENT: d, = Db - 2Tb
=
...l.3.-2xE.:'.. -
= . ;.7.' ~:.g.t4 sin ar . .....
= :. 7 ,' -
d2 di or = Tb + Tn + 0.5di = f r . '. . + . ~. . . . l. + 0.5 x . ; r. . . . . . ,
- ' -' G
= . . .~. . . i Select larger of the values, but not to exceed Dh .
- d2 . ...
L = 2.5(i)=2.5=./ b Y.. . S ip REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or A b #O. subtract value from appropriate Tn or T b g A, e q = 1.07 (tmn ) id ) (2. sin a) = z _. ,.0 7 x . . . . . . x . '. . . . . x ( 2 - 1
... .I=r...
A1 = (2d2-di ) (T h-tmh) = 2x l.4 Mq ,. . 1 (. .' . .' . - s ' ' -
~
. ) = .'*. . e . . (See Note C)
=
A2 2L(Tb - tmb ) = 2 x .bk. x ( .[.k-[.I . - [.Y. f. ) = '. ... A3 = g,2 =_t -- -
,3e =7,7 A t+A;+A3 = t. ' c ' . f + .@ $.'+.
?
= 2 7. . . sq. in. available. Additional Reg'd: Yes O
_.g -.- No O PAD SIZE: m *. 6 . _ . . .
*** P^o w 'ma r-- 2,3 4 P1 ant / Unit al Vot. hcNt'
% As,,PAO e l* '
. min. height System De = 2.4A =.2x = - -
min width ^
.s Calc. r_lRA/2.
CA LC. 8 YlS+fMt/'/',' - GH . 8 Y b ' 'Y .c'a- - Aq= ExDe = x = - - DATE p' Aj+A2+A3+04* DATE l' ' nOzztE nEINFORCEMErJT
.+ + +
b
= ~
~~
Additional reinforcement adequate: Yes O NoEK WOR NEE T WM r .,
h5 3M CNC-1206.00-02-1024
'. DUKE POWER COMPANgt:A February 18, 1983 Form 00184 (6-81) Pagg 10 of 26 I % 2 A a I I ] KI "J Lh- A 1 Dev./ Station C'ArAwAA duaen %rs.O Unit / File ho.
f Subject By *bt Date l' ' Sheet No. Sof N Problem No. /AAll - Date 2 C' E I Checked By_/ _l I l l l dAll/492-RAla7'7 I knwne % o 6pgiewo 't Hwic.ur =L s ,7Gb
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. Form 0'0 184 (6-81) Pag; 12 of 26 Dev./ Station Car ^weA Noeuru brio.3 Unit / File No.
Subject
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_by L ^ Date Sheet No. _S.of M Problem No. //2A/2 Checked Byd6 _._ Date ' M
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=--==-=-.. . . . ..
ckss F Page 13 of 26
'7 o.~wa r r~,a=aw%g'N DESIGN CONDITIONS: . /4.f. . . psi 9
'*-' ' " ./N4 . .
- F
'\
' HEADER BRANCH
[ 4' [. Nominal Size
* %* lY e. tZ r 4
-- No i _ / / m_t ,/ _ 'j/,,l _Outside Djameter
{I[ & 2 Dn f f a g.a. . // / ~~f_ _T !} Nominal Wall Do 8 % C. ji as ... Tn c. E 7:4 Tb
,~ d
-y ._---.// ,
d 'l y 7. e ,u, sw nu - Actual
- - - or - -Min. Wall (4),
Th J 4, 7i Tb 30"" Material Spec.
- 4. /fp (' /. - / - / c e,,
Required remforcement area Allowable Stress (b) Sn L3, 7 k. c Area A, - escess wall m heade' Se -' 0 [ Area A, - excess wall m beartch Joint Efficiency (h) En 3, o Eb f.
./ A Area A, - Isliet weld meial y- or W Yn C Yu - J.
Area A - metal m ring or pad
. _Struct. Stab. Factor Ah --
Ab ~~ _ Intersection Angle a q9" REQUIRED THICKNESS:
= PDn 4 9
Imh + Ah= .}f.C?. x .3.2c 2ShEn + 2y3P 2x l.3 j 7@ x ! . 7. . + 2x . f. .l. ,
+ ...... = , g l.
PD b x . .l 'f [. tmb "
+ Ab* . N. . x .hE. m-~
2SuEn + 2YbP +... = " .T .'.Y 2x. N; M ' x .\..Q . , + 2x.C. t. . x . l'c . LIMITS OF REINFORCEMENT: Ob - 2Tb ..l. . - 2xi E .*. ac di " sin cr Y' . T . 'e
=
d2 di or = Tb+Th + 0.5d t = s .- ci i. + <,
- 2. '. . . . + 0.5 x .1. . .> =....6 Select larger of the values, but not to exceed Dh .
L - d2 " . ') d." .
= 2.5 (Tb) = 2.5 x , .d. ' /. =
' .E'I '."
REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or A b 40. subtract value from appropriate Tn or T b A req = 1.07 (tmh ) (di ) (2. sin a) = 1.07 x .'. '2 Nx .'$ ; I. . x (2 - g A1 = 2 i
. l . . ) = . ['.
(2d -d ) (Tn-tmal = 2x i. Y.I . . . b E.T.) (.a.Y . . .i s M.7-) = i N I I (See Note C) A2 = 2LITb - tmbl
- 2 x .' .('..? #t . '. x (.... - - ' Y. '.I
- e A3 =
t : 2 . t, , , , ) r . , , , , , ,- , Ai +A;+A3=s /l. + s@Nk + . = t kW. sq. in. available. Additional Reg'd: PAD SIZE: Yes 5 No O Plant / Unit
~
L= . Ci9 L min. height - De = 2dR =,2x 4.cq System i t Calc. # IRA /3
=
8.)3 min width .. Aq= LxDe = ,G4E x % l $' = 485 CALC. BYMG!l b * 'CA BYl 71,, g_ . Aj +A2+A3+A4= DATE _ DATE-l_q~/^ .,
^
NOZZ1.E REINFORCEMEf47 i 3 I l + . 2. l fc 2 + C + 4 . E = 6 , 3 ~[ 9 Additional reinforcement adequate: YesR No O 81 sA Vi RK SHEET WS 1 M . __.,m. . _ . .
- - - - - - _-_ a =-- ----~~
;77 __%_mW h - '^^ ~ ~~~~ .. 2 L _ - --- - ~
Af a g4 A CNC-1206.00-02-1024 DUKE POWER cgig Fcbruary 18, 1983
. Form 00184 (6-81) Pag: 14 of 26 _. _
, , , , ,,-. ~.nn, ,
Dev./ Station dATAwu Almut*ANA/ Unit / File No. g- Subject By /' Date 1 ' 7' $ 3 Sheet No. lof 2- Problem No. Checked ByI5 M Date I- 7* O
/
l l l l l OA/-/V92'-EMd7G I ! . I wwu % 924o- Madr.1 .no6e a .xs ,,,a I d.vi ch. . too l I dok kt Masul A.c sr,a e-70 I I I I
% i_( & .soe ( 9.co - K o9h 2 .ust I
il l I A u,.M o .su . o.uus a . 2. 'wr- 2.983 c., ' l I ( w = z.4ss s- t u r.n . - ido 5 ;? l Aae% I.921 ;1'l l l l l l l l i i l l l l l ! l! i l I I I !l l l l l l !I I I l l l l I I i
!I I l !
! l l l !
l I l! ! l I I I ! ! I II! !I !!l l l l l II l i s ! l! ! i !ii!
! !' l l ! i
, I l ! I I Il l l ! ! l !! ! i l I
CNC-1206.00-02-1024 February 18,,1983 Page 15 of 26
% ;.4 % k [k'WJ12,-
'y,x :'
pa DESIGN CONDITIONS: . .//N . . . psi O . . /.'79. .* F CN l492 M Q ni T D""^'\\ / j , i - l HEADER BRANCH [p / 92. 4I ~
+ /
/
4'
.0 Nominal Size 7,m
T .. 4 yy f9 '(H
/
/ /.-
, y Outside Diameter Dn 10 D 3l 4 6 if __
h3// /X/^ ' / / JN Nominal Wan in ,ff$ Tb ! O C7 19,3 [ " ^ s. ., ~
/ us, aser ^ctuai or u a m" Th I a 27/ T= o. M '4
/, g,u
- hw C N r 's, <., Material Spec.
$/ 5l / /OG Required reinforcement area
/;-y Allowable Stress Sn [ ,9 W l S b 15I4 c Area A, - excess waii an header Joint Ef ficiency En / 3 En O
[g Area A, - eacess wallin branch
/. A Area A3 - feilet weld metal y actor yn C, Ye D$
Area A. - metal an ring or pad Struct. Stab. Factor An - A3 - Intersection Angle a J 3 REQUIRED THICKNESS: tmn =
+Ah" lf'
' ' 9
+ ...... = .N h 2SnEn + 2ynP 2x .h.h.Y x . \ .9. . + 2x . S l . '. . x . . i.h. . .
PDa . !I.6 . . x 4. 4 . tmb "
+A3 +......=5.s .g ..
g
. 2So En + 2yg P 2x f/. P*x , ): Q . + 2x C. N . x . li.i . . .
LIMITS OF REINFORCEMENT: Do - 21, .?.f..-2x..?o?f =.4.09 di = = sin a . . . .\ . . d2 =di or = Te + Tn + 0.sdi =
- .Y. . + . .l.N.I+ 0.sx .4: N.=3*.h.$'
Select larger of the values. but not to exceed Dh . d2 " h. '. . t = 2.s (Yo ) = 2.s x .'2 3.7. = . 5.4 . REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or A b #0. subtract value from appropriate Tn or Te A, e q = 1.07 (tmh) (di ) (2. sin a) = 1.07 x '.IN. x .
- 9. x (2 . . . .' . . . ) = . '.N. .
A1 = (2d2 -d i) (Tn-tmh) " 2x .'... . N .)(.'. 9 .I-!Y .)".
- A2 =
2 L (Te - tm 3 ) = 2 x .'. .. . . x (.' N....t .,O..l E ) ,
... . M.....
A = t 2=( l A +A2 +A3 = . '. . ..+ '
. .+ ,. . . ll
= . . . sq. in. available. Additional Rea'd: Yes O No DC Pad Size (See note f) Plant / Unit O.1 M 9 f -
Height = L = System OJ Calc #/RNM ' Hidth = 2d2 = 2x = CALC.8Y IE b' ' 'CH.BYb b9' b _ A4 = L(2d2 - d)) = ( -
)= DATE l! !N OATEl i noms asimonceveur Aj +A2+A3+A4=
+ + + = N1 8)-
Additional reinf orcement adequate:% t No O WURK WE ET WWS a-
CNC-1206.00-02-1024 February 18,1983 Page 16 of 26 ' L'dS%k 0c nA&&'?
- s'I . P t10 sI , n'! 't I': ICl. 3
- i I"_.w. I e n. 3 ~
syg .fj44 DESIGN CONDITIONS: . f f.O. . . psi fu . . L. . : . .
- F o, .,, m - !
Q / , , l HEADER BRANCH [ / %
~
(
<n ,. / .s,-
. Nominal Size
]O f
,// .y 7 /< y Outside Diameter l On "? O Doli y,
. [
f/[ / W / . ' f' / b
] Nominal Wall Tn C. ?, ~[ $ b .). 7.3 7
/ -r -' ,! Actual or Min. Wall Tn l C ,32f /
j .N .,
,,u us, m e i
T3 (. gcGef. Material Spec. TM ./g5 l $/, 311 Required reinforcemens area 4 Allowable Stress Sn ; 7, s 53 ( -[ 7 c Area A, - excess wall en header Joint EIficiency g,O [g Area A, - excess wall m branch En En j, c
./. 1 y-f actor yn Area A, - fellet weld metal (3 4 yb 7*k Area A. - metalin ring or pad Struct. Stab. Factor Ab An s '-""~
Intersection Angle a qc* REQUIRED THICKNESS: t ,, ,, = PDn ,
. p. s. . . x ..os
_ p3 2SnEn + 2ynP 2x . I.l. h.9 x . .l.@, . + 2x . .Q'.h. . x j l7. . . . PD lb x 45 tme = + Ab* + . . . . . . = 0 '. 9[.v.5
. 2SbEd + 2y3P 2x Il .2.@
f x . .l.'9. + 2x. f.' .Y. , x l i s, , LIMITS OF REINFORCE.' ENT:
*E Db - 2Tb . . . . - 2 x . G.oTi 4...og32 t ,
sin a . . '.I . . . . d2 = dt or = Tb+Th + 0.5dt = 2 3.9. I+ N.I. + 0.5x 9; .99.1= .-!$.~iD Select larger of the values, but not to exceed Dn. d2 " if b.N t = 2.s tib) = 2.s x J.33. . = . : 5.9 M REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or A b #0, subtract value from appropriate Ta or Tu Area = 1.07 (tm n I t(d ) (2 - sin a) = 1.07 x .d 0.E. x .i t NN (2 . . . l. . . ) = . @.'.$' Pl l A1 = (2d2 -d t) (Tn-tmhl " 2x .N. . . . Y3 (. l'r .I . '. I. .)".'. M
=
A2 2L(Tb - tmb) = 2xt . I.' .O. x ( .'.1.Y.i - !?! Y['. ) = . '. h .N A3 = tt2={,,,,,,3 .,,,.., 8 A t +A 2 +A 3 = !N. + ;M.k+..#,... =('. . . sq. in, available. Additional Reg'd: Yes O fo.O' Pad Size (See note f) Plant / Unit Cr - rh Height = L = I System /d Calc # /R M f Ilidth = 2d2 = 2x = CALC.BY A*N,Nb'-G4. BY I $ - dM ' i ,, , , I' /,. w' A4 = 1.(2d2 - d)) = ( -
)= DATE
'I ~' DATE ' ' 9 I g A; + A2+A3+A4= N ZZLE REMORMEM
+ + + = )
Additional reinf orcement adequate: Yes U No O *0R < sHE ET WM -
C4- % f// I g-') fjI$).3 CNC-1206.00-02-1024 February 18, 1983 - ~ ego-g Page 17 of 26 kg CHAsh v ryg
- .A' 7 DESIGN CONDITIONS: ...
' . . . psi @ . . h.k . . .
- F wa.-Q
/ j , HEADER BRANCH f j 4 l Nominal Size ~ d. I l O'
[i/N I's ^' j..
* .r, /
y _/ / j> , Outside Diameter Dn 24* De 7,;26 f// / / // Nominal Wall Tn " .' */ i,
. Tb -
Actual or Min. Wall (a) Tn ,E /i Ta
/ ,., y% ase asr e N ,_ Material Spec. Acj O ~
Required reinforcement area 4 Allowable Stress (b) Sn ,. y 4 Sb / 5IR c- ::7 Area A, - excess wallin header
.loint Efficiency (c) En /.C En /,D
[ Area A, - excess wall in branen b)
%gA Area A3 - fillet weld metal y-factor Yn 7. Y Yb C. Y ,
'~ ' !
Area A. - metalin ring or pad Ab Struct. Stab. Factor (e) An s " I Intersection Angle a y# ; I REQUIR ED TH'ICKNESS: PD* '- t ,, ,, . + An =
+ .. ~.. = r...~.T b 2Sn En + 2ynP 2x .l.EOx . j M. , + 2x . 9.' .i . . x ./@.5..
Y eDe .//s.s. . x . 9.+.w - - . - l tmb =
+Ab* + /. -
2SbEb + 2YbP 2x (E. ~fE x . /;[. . + 2x. .O ; Y. , x .i.O .5. . . I LIMITS OF REINFORCEME,NT: , I D b - 2Tb . /. 4 f ?- 2x . .'; .'% .. , , . . .
'r.Y.j c-
=
di = = .. I sin a . . . /. . . . l d2 =di or = Tb + Tn + 0.5d , = *.S . '. ) . + .?. . .I .I + 0.5 x .'.'. . = . Y. .k .' Select larger of the values, but not to exceed Dn- d2 *
. .' .' .'2.V d 5 L = 2.5 (Te ) = 2.5 x 4 h.~. r. = .9.O.?
REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or Ab *O, subtract value from appropriate Tn or Tb A,eq = 1.07 (tmn) (di ) (2. sin a) = 1.07 x .@ . . x .E. .' ' . . x (2 .1. . . . ) = . b. bN ~
~ -
. . . P. . .<'. . .t ?) (. 1 -h. - c ; . .;. .7 .) = .\ . 'c .a A1 = (2d2-di) (Tn-tmn) = 2x .
. . s A2 =
2L (To - tmb ) " 2 x ' ' ~~ - x (e!'! - ~7
. ~'
'I" -
= t,2 . ( ,,. ... )2 .
A3 ....., i A +A2+A3
- 3 ' Mi< + . + . . . . =l ..i W .l. sq. in, available. Additional Reg'd: Yes O No Os Pad Size (See note f) Plant / Unit '
Height = L = System /^,) Calc # /#A/[./ l Hidth = 2d2 = 2'x = CALC. B YMb'"-CH. BY 5 5 "b 2 - , l
~#'
)=
A4 = L(2d2-d)= l ( - DATE DATE!? l'Il NOME REINFORCEMENT Aj +A2+A3+A4= ( .4
+ + + = 0814s1 j
_ MetMcarasi **dtraraa~ent ardam.e@ h r1 WORK SHEET WS-175 I E -.n - 5 _ i _j
U-lM1 S Md-2 0- g gg)* "7 CNC-1206.00-02-1024 February 18 1983 hi 6 Its C * '- Page18of56 R CK: f3le v - r-aa eyg p/ DESIGN CONDITIONS: . ./. h . . . psi @ ../.9....*F Q / , HEADER BRANCH [
* [ Nominal Size N #' 6 '#
j,7
~ ch ,,
/ uf f f' ,,
3, Outside Diameter On 24 P Da jj2 f// / M / '// Nominal Wall Tn ,
~
Tb
.! "' "' ,! Aetual or Min. Wall (a) Tn ,;,,;
j . .e
,u v:s o e st u To L.. -
g g ,_ Material Spec.
- f. _
j.. Required reinforcement area Allowable Stress (b) Sn S3 C ^ "' ^' - " **"'" "" Joint Efficiency (c) En (, c En 2 [g Area A, - excess wall in branen hA Area A3 - fellet weld metat Y-factor yn '
- Yb -
" Area A. - metalin ring or pad Struct. Stab. Factor (e) An Ab --
intersection Angle a , I. I REQUIRED THICKNESS: PDn . $. J. . . x .3.'Y'.
. Imn =
2Sn En + 2ynP
+ An " + ...J ... = .c....
2x . I.EFA . I '.Q. . + 2x . .O. .') . . x .105. . O = PDo . .lb.9. x . h. M I g , tmb +A3- + ...Y.. = ...:.. ' 2Se Eu + 2YbP 2x .E. I'.7 x . ! .9. . + 2x .Q .i. . x . l. 9.E , . LIMITS OF REINFORCEMENT: i a Db - 2Tb .b '.2,7 (- 2x --i }.e: ' di = =
= . t .' ./P." : c' i sin a ...),...
l d2 =dior=Tb+Th + 0.5di = .' ?.Y.9 . + M.T. . + 0.5 x t . . . . . = . . . .U '. . l Select larger of the values, but not to exceed Dn. d2
" . . b;' . . '.
1 L = 2.5 (Tb) = 2.5 x .e. c. . . = .,!.. . REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or Ao #O, subtract value from appropriate Ta or Te Area = 1.07 (tmn) (di ) (2. sin a) = 1,07 x . l.M Y . x . '. .'$.I. x (2 . .I. . . . ) = 5 . '. .- A1 = (2d2 -d t) (Tn-tmh) " 2X I . . I .' . . . . .~ . ) (.' . . . .' . * . . . . . ) " . I.' E. h . y- . A2 = 2 L (Tb - tm b ) = 2 x . ? /. . . x ( . .'. '. T . . .,.',.n ) = .'. . .- ~~ I A3 = t:2 = { , ,;2 _ ,, ,,,
- e ,
) I Ag+A2 +A3 = J. 3.0.l + . 2.i . h .. .... =. . } '.9. . sq. in, available. Additional Req'd: Yes O No N 1
- Pad Size (See note f) Plant / Unit , __ , : ,..n.
Height = L = System 6A/ Calc # /b/7 llidth = 2d2 = 2x = CALCTS /W/ME'e :CH.BY [ 4 b . A4 = L(2d2 - d)) = ( -
)= DATE 'I 5 ' OATE C N Aj +A2+A3+A4= NOME REINFORCEMENT ,
+ + + = N*ll 8 l l u,,;,i n n ,i ..e n e n. -.e, s ,,. .n.. v e, i i N e r, WOR K SHE ET WS.I.75 -.:- E I
, , _ , .,, , , _ . - - - -- - w "'
1 d'O M/ p>c g g* 2' CNC-1206.00-02-1024
' !Id Februar'v 18, 1983 OS 'd5bA c h c-nv a:bain.
Page 19 of 26 l ryg DESIGN CONDITIONS: . b/. . . . psi A . . I.[. 2. . .
- F ra'***
mau.w- ' Q /
, HEADER BRANCH l
[ d'
. Nominal Size c d.0 41'
~
f (N ,f
/ _
f j< g y J,~ Outside Diameter Dn ;4 Da J. S f// / / h
// Nominal Wall Tn j7 5 Tb i; ~
anse w a Actual or Min. Wall (a) Tn 3 : 7 ,; ; Tb ' C' - j ..a pu pgn Matersal Spec. .>.,y ' j.. Required reinforcement area Allowable Stress (b) Sh 7 Sb : 6 '- c Area A - excess wallin header Joint Etficiency (c) En g En l. O [ Area A, - excess wall in branen
/ A Area A, - feilet weld metal Y N- D '
Area A. - metalin ring or pad Struct. Stab. Factor (e) A h A3 Intersection Angle a 1
- i*
REQUIR ED THICKNESS:
, PDn . .. 4 :.:. x . As '"". .
h 2SnEn + 2ynP 2x $. .~~'x . .l . .Q . + 2x . E.'.-i . . x . '. ( E. . . Q = PD 3 . . L* .6 x . .f: 5. tmb + Au = + ...... = ..f;.. 2 Seed + 2YbP 2x .7. E7 x . ! .7. . + 2x , . f. Y. . x . / D. E. . LIMITS OF REINFORCEMENT: I di = De - 2Tb
=
.Y....-2x.3EN =
gg
..'.'.T .,' i sin a ...l....
d2 = ~.- di or = Tb+Th + 0.5dt= . . .~. ; *, + . ' .'. . . - : + 0.5 x . .'T.
~m -
' .". '. =......'
Select larger of the values, but not to exceed Dn. d2 = . kJ.9 L = 2.5 (Td ) = 2.5 x . 7-kI. . = . . .'N REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or A 3 #0. subtract value from appropriate Th or T b A r req = 1.07 (tmn ) (dt ) (2 - sin a) = 1.07 x '. .@.T.. x . 'IS I. x (2 . . k . . . ) = . ..... .. A1 = (2d2-d$) (T h-tmh) = 2x 0.2 .O.'. . . d. '. .il (.' .D.I . . '.I.* .I.Il = .8.D.
~ --
A2 = 2L (Tb - tm b ) = 2 x .' ? : ,' ~. . x ( .'. '= 2. ! I .
' .". . . /. ) = .' I'. I .
A3 = t,2=(,,,,,,)2=.,,,,, 1 Ag*A 2 +A 3 = ./. .[.Q .5 . 7,l.l .+ . . . . . . =. h.h.2.sq. in. available. Additional Req'd: Yes O No T 1 Pad Size (See note f) Plant / Unit I ,' ' W. I I
%- Height = L = System /2 d %,/ Calc # /RA/S llidth = 2d2 = fx =
CALCTB ME/ '54H. BYN 784 u A4 = L(2d2-d)= j { -
)= DATE '? DE' DATE I C^
A; + A2+A3+A4= NOZZLE REINFORCEMENT ,
+ + + =
Ie
- u ni, inn.,a.,n,,,, - . . s ....,,.. v,, y y,, r, -
won < sseET ws.i.7s 1 l
.-.= .
^_J - _ - - T_"________.____ _.-"' **M_-
U-/N2 M #'# CNC-1206.00-02-1024 February 18, 1983 f'c jIf)."53'- f ,
. . . - . . . . = - . . . . . _
Page 20 of 26
~ ';go,,[j AS
_ DESIGN COrJDITIONS: ./.O N . . psi 9 / 9. 'F
\ /
/C HEIDER
- BRANCH f
Nominal Site
~
-b fH o> _/
a.
.t/
- 20 ?"
/ 2 m g1/ Outside Diameter .
/)T/' '//-_)}]r.j] Da ; c' '[. j ~.
t -- -I - Do
//
cs--.. Nominal Wall in ll "'
"' _ - //
,yg ib ,M y ,
ause no o Actual or Min. Wall (g), Tn ; y'e~y g n Tb f F A '- t ,. Ma terial Spec. m '-
, 5.
Requ ned re.nf orcement area Allowable Stress (b) c Area A, - encess wall m header Sn Cs Sb ; ;; 0 [ Area A, - emcess wall m branch Joint Elliciency (h) En ; y- Eb *
/ A Area A, - fellet weld metal Y-factor (M Yn W C . -b ~
Yb r Aeu A, - metal m rang or pad Struct. Stab. Factor An Ab intersection Angle cr qg' REOUIRED THICKNESS: PD h Q"% x v Imh =
+Ah= ...... . .r - '.
2SnEn + 2ynP + ...... =..!T's. 2x.[* . W x . .' '.9 .
+ 2 x . .~ . i. . x j 't.E. , .
PD b imb = . I.#. i. x .F
+ Ab* .
2SbEb + 2YbP 2x. 6.? W x ,2.7..
+ 2x. O }. x ,\ /. -
+ ...
. . = . . ._'. .
LIMITS OF REINFORCEMENT: - . Db - 2Tb i _ ,
.T..2.% - 2x... l. _ y, .; ;
, sin or .......
d2 =di or = T b + Tn + 0.5d t = .E.W E. . + '.1.E9. + 0.5x [ N.N . = .d; h. Select larger of the values, but not to exceed On. L = 2.5 (T b ) = 2.5 = , .M = . .79.6 d2 " h 9.9 @ REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For Ah or Ab #0. subtract value from appropriate Tn or To A,eq = 1.07 (tmn ) (dt ) (2. sm a) = g A1 = 1.07 x . @ fr.x.7.Q @.ix(2 . 2. .)=E~..T N (2d2 -dg ) (Tn-tmh) = 2x 2 . V . . *. . S ; j.) L d h.' J . . M .'
.) = L .'.'>. ). 4 ( S ee No t e C )
=
A2 2LITb - Imb l = 2x!..... x s , I....'l. ,..'.. 3
= "' . .-..
= .
A3 t:2 =\.... 6 ...... A +A 2 +A3=.I.'h d+ $!b,+..G
=. 3. l.k . . so. in. available. Additional Req'd:
Yes O No O' PAD SIZE: Plant /ljnik .'" ;- L= min. height / System /* De = 24S =,2x = min width Calc. # /AA/9 40 N.8,4SABY b *. M 'E Aq = lxDe = x = CALC.8Y
- DATE _7, A1+A2+A3+A4= DATE I'-
~'e NOZZLE REINFORCEMEtJT
+ + + = ~ ~ ~
Additional reinforcerrent adequate: Yes O No O li j, _ _ [OR] HEE T M tm f9 _ n .1; . __ wA--- --
,,----'"h h--
CNC-1206.00-02-1024
- February 18, 1983 Paga 21 of 26 I r
%'.kS6.tk.
4,'$$$ c n -N 9 : - ni o E 4 (: i g o. u ...p
,,o o u.
~ ~ ~ DESIGN CONDITIONS: . h. . psi O . . [ NQ. . .
- F
'TO"~^'Q j /7 . ,
i l HEADER BRANCH [. [
- Nominal Size
" 10 b
[ ./ / f, J* Outside Diameter i
/ i o
_L Dn 20 D3 l (, (p 29 ff) ~ /Mp. ' / / /] Nominal Wall Tn ,37g Yb [ -r -r ! .270 Tn f , g 9 Actual or Min. Wall Tb 7 . .,.
% wsr 3sr r 2M5 Material Spec. ,
A -/o(e e. - IA4 g Requ. red reinforcement area A!!awable Stress Sn g,, g S3 - 3 c Area A, - excess wallin header [ Area A, - eweets wall en branca
/ ,gA Area A, - fillet weld metal y-factor yn C, Q yb C.
Area A. - rnetal en rang or pad Struct. Stab. Factor An - A3 Intersection Angle cx 90* REQUIRED THICKNESS: tmn = PDn
+ An=
. N. . x '7. 9. . o
+ ...... = . ,./. [ . .
2SnEn + 2ynP 2x./7/CDD x . .I 9..+2x..O'Y..x .M.k.. . tmg = PDo .l. b. 5 x .&.G2.9
+ Ab" + . .e. . . . * ! .o. g g 2S3Eb + 2YbP 2x. 6 . @ x ./tO.. + 2 x . .d. '[ . , x .@.k . .
LIMITS OF REINFORCEMENT: Db - 2Te .d.@. Y - 2x.'7. N . di , _ _ . .....fy sin a ....... d2
*di or = Tu + Tn + 0.5d = ' N. + . :9.E. + 0.5 x .0. './.N = .d.".0. h Select larger of the values, but not to exceed On. d2 * {f'..
L = 2.5 (Te ) = 2.5 x . t W = , t 7. . . REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For As or Ab #0, subtract value from appropriate T3 or Te ) Area = 1.07 (tmn) (d ) (2. sin cc) = 1.07 x . (l.l. . x .h: IN x (2 i . . . ./. . . ) = .'.7. h.k ! Ai
= (2d -d ) (Tn-tma) = 2x @.M . .4.s.) L (n8. . : .I.i. .) = .l. .M7 2 i A2
- 2L (I b- tm b ) = 2x.: .. x ( . *. .b. @.3.0 ) =
. .h.9.
A3 = t: 2 = { . . , , , , p =,,,,,, , j l Ai+A2 +A3 = .l'.3).l. + .: 9..+, .. =. /:d. sq. in. available. Additional Req'd: Yes O No E Pad Size (See note f) Plant / Unit (prA/JdA/'/ Height = L = System Pd Calc # /4 W /o Uidth = 2d2 = 2x = CALC.BY b d,lMIAL8Ylb5'I- M
-A4 = L(2d2 - d)) = ( -
)= DATE 11! DATE l ' '!
Aj +A2+A3+A4= NOZZLE REINFORCEPAENT ( ,T
+ + + =
sed;t;n nto,inenes,- ,-. u,-..i.. v are esu _ wea< wre,vy u l (tlt;h, ,
r-l-td j j,'_ i. ' O. 3 c g gg& - _ CNC-1206.00-02-102 _ . . _ _ _ _ . . . _ Fahrua ry 18. 1983
"4L""- N age 22 oFZb
^ ~ ~< r - ' . - -} DESIGt1 COflDITIOfJS:].
psi 9 . / @. 'F .E I [L / /C . . . . _ HEADER [p o B R Af 4CH
~ ,, s .,. , y[. Nominal Size r, w
-r' fi> out5ide o'ameter Y[// fit />
9.' . <. ) = . 4 . l '. . A2 = 2L(Tb - tmb) = 2x...... x (...... - '. D . . '. ) = . ' . . . . A3 = tg2.(,,,,,,}2 .,,,,,, , 1 Ag+A2 +A3 = . I. . . . . + . . . ..+.... . = , . . . . . sq. in. available. Additionat Reg'd: Yes O No D. Pad Size (See note f) Plant / Unit :/ / Height = L = System v ,' > Calc # lEN t 2 Flidth = 2d2 = 2x = CALC. Bh M7NN b'I CMtliLY b b @dh ' ' , c A4 = L(2d2 - d)) = ( - )= DATE DATE !*9' l-Aj+A2+A3+A4= NOME REINFORCEMNT + + + = I" I8 $rir4itiarni f,*inf a.aa-an' *^a **'* _ VeW _,M,, r3 ANSI B31.t WORK SHEET WS 175 I -. - 5 l Cf/- 147. III U I CNC-1206.00-02-1024 /; l f0, '-/ February 18, 1983 etr u F Page 24 of 26 60fS f k e p ck:b Q v ryg DESIGN CONDITIONS: . / M. Y. . . psi O . . / I.4 . . .
- F Q / j ,_
HEADER BRANCH [ b [ Nominal Site / .?
- f lf e. 5,l z // ,e ,(< , Outside Diameter Dn l' De /j y : c 3 f ,
f// "' / / / ] Nominal Wall Tn , ,g j g Tb ,!' ,/: "' ,/ Actual or Min. Wall (a) Tn Tb j j - y . . , ',.'._,u asr aste ,t 2, i pg % Material Spec. j . c Required reinforcement area Allowable Stress p 3._
- j. g (b) Sn Se , %
c- :;r Area A, - excess wallin header ; [g Area A, - excess wall m branch y-factor yh ,? i /qA Area A3 - fillet weld metal Yb , Area A. - metalin ring or pad Struct. Stab. Factor (e } An Ab l l Intersection Angle a 9;- 1 REQUIR ED THICKNESS: ' PDn .lfE9. x ..1.. [? Imh = +Ah= + . . . . . . = cr/f. .;. . 2ShEh + 2ynP 2x %;tR x . .l! h. . + 2x . $. .4." . . x . $.k . . Q tmb = PD b +Ab" . . /.I4.5 x .II 4^.2.6 + . . . . . . = '. f'.,s $.>' . 2Sb En + 2ybP 2x )6fi? . x . 6.9. + 2x. . @.I . x . / ?.5 . . LIMITS OF REINFORCEMENT: I Db - 2Tb /k. - 2x . 2,4 7, i di = = = h. rr. /y sin u ...)... l d2 =di or = Tb+Th + 0.5d3= s N.E. + .i!. .i. !. + 0.5 x 'E.' .I . = .) h/ Select larger of the values. but not to exceed Dh . d2
- b';IN L = 2.5 (Te ) = 2.5 x . .y'.....= ,tj...
REQUIRED AND AVAILABLE REINFORCEMENT AREA: l Note: For Ah or Ab *O. subtract value from appropriate Th or Tb l Area = 1.07 (tmn ) (di ) (2. sin a) ,= 1.07 x .0. r. '.' . . . x .4.'.' . . x (2 ......). b i'7 (2d2 -d ) (T h-tmh) = 2x 2 . ' D. . . .' ." .' .~ . . ) (. <. . . . '. . . . . . . ) = . . d, . = . . . : A1 = A2 = 2L (Ta - tmb ) = 2 x . . .I . . . x (,2.6 . - !Nf .) = . '.7/1. ' A3 = t,2 = ( ,,,,.)2 =,,,. , 1 Ai +A2 +A3 = ! [.'.'[. + . D .l.+ .... . =. 7 . . . sq. in, available. Additional Req d: Yes O No R Pad Size (See note f) Plant / Unit (1 - vz .: / Height = L = System /d Calc # ffA//_4 %/ Width = 2d2 = 2X = CALC B Mk < H.BY b N r d A4 = L(2d2 - d)) = ( - )= DATE DATE O'"b Aj+A2+A3+A4= NOZZLE REINFORCEMENT , + + + = BFl9si g ! a a d ; , ; n n , s . . e. n . ,. - . . . ,4. ,. . . , . . .- v;;':79 ...m ANSI B31.1 WOR K SHE ET WS.I.75 I . ~ - 5 N ~ CNC-1206.00-02-1024 ^ 63 sg5O fI b/he] February 180 1983 h w c. Page 25 of 26 O et UQ v o.= u '.mt - [ASj DESIGN CONDITIONS: . ./.N. . psi @ . . /.N. . .
- F
\,\ / j , HEADER BRANCH p , Nominal Size j <gI' + f 4 y' ' f/ / , p Outside Diameter Dn f 7' Do 45 // / M /^'// /7 Nominal Wall Tn ,37~ Tu , '2 ] '/ " " ,/ Actualor Min Wall (a) Tn ,3Wi Tb , '2.0"/ 4 he om Material Spec. g; , ;o , g _ \ 0,, Required reinforcement area Allowable Stress (b) /6A Sb Sn 16 k g::- ::r Area A, - excess wallin neader Joint Efficiency (C) En /. O En g,C [ Area A, - excess wall in brancn y acW / A Area A3 - fillet weld metal yn j,h yb C,4 , Area A. - metalin ring or pad - Ab Struct. Stab. Factor (e} An I intersection Angle a g3 i REQUIR ED THICKNESS: h tmn = h 2Sn En + 2ynP + An = +......=:h..h 2x . /.6.9/ x . . !*.@. + 2x . .Q'. Y. . x . /. h.k. . & tmb " PDu . .l.4.0 x..$'.?. , . * , + Au = ,, , +......=:Y.~..^,." } . 2Sb Eu + 2ybP 2x!f.f M x ./: E. + 2x. 9: 7. . x . /.(I . . . l LIMITS OF REINFORCEMENT: I Db - 2Tb , . 4 M . - 2x . 2 9.7 4 . i ds ...... sin a ...l... d2 =di or = Tb + Tn + 0.5di = '. 9.7.f. + . '.$f.l. + 0.5x .Y.$ f . = .2.'.N.E Select larger of the values, but not to exceed Dn. d2 * ..J... L = 2.5 (Tb ) = 2.5 x . '. N.7. = 1.EY . REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For An or Ab *O. subtract value from appropriate Tn or Tu ! Area = 1.07 (tmn I (d i ) (2 - sin a) = 1.07 x : .0,Q x ,'[,(,#. x (2 . .i. . . . ) = .f '.il.I i i A1 = (2d2-d1) (Tn-tmn) = 2x id . . Id.f) ( ! I i d .'F. Y.k.) = . t .d. T ." 7 l A2 = 2L(Tb - tmb) = 2 x . .I N. .' x ( 11.@. $ .' .O.5 3
- 5) = >. . I .' A.5
= l A3 t,2 . ( , , , , , , j e .,,,,,, I A+A+A 3 = .'.q. =.. y8+ . ! ."! ** + . . . . . =l ' l.9 ':i"Psq. in. available. Additional Reg'd: Yes O i i 2 . No E l Pad Size (See note f) Plant / Unit Height = L = System / '// / Calc # /RA/ N y ___ l Width = 2d2 = 2x = CALC. BYb_ 'HM/ khg.ki_BY k 'I Yd .4 l A4 = L(2d2-d)= j ( - )= DATE d~ DATE C O 1-Aj+A2+A3+A4= NOZRE REINFORCEMENT ,4 g ! + + + = h514,1 Mmun n., ...n en,, .n,y,,,,..,,. 7;rn y ,, r, WORK SHEET WS 175 .{- 3 l " 'N-I Yl.L -h No,LA CNC-1206.00-02-1024 g4 4.54Lah 89 150 7 February 18c 1983 Page 26 of 26 o e;g F C(! S v wan-ryg p 7 DESIGN CONDITIONS: . /.h.@. , psi A . . [.(C . .* F Q / j , HEADER BRANCH [ * / Nominal Size /2 q. fN / ~ (( / 7 a. 7 / ,r < , j',/ Outside Diameter Dn 17, 7 5 Db Q.926 f// /M/ c, 1 ' j/ / )N '~- Nominal Wall Tn 27 5 Tb ,rn ' uso nr.t Actual or Min. Wall (a) Th ,,ML ' Tb c' . , j .e pu htQ Material Spec. ) l C ,: ); ,. j.. Required reinforcement area Allowable Stress (b) Sn j{, Se lr c Area A, - excess wall an header Joint Efficiency (C) En i, 6 Ee j. - f Area A, - excess wall m branch Y-factor (d) / A Area A, - fillet weld metal yn .._, 4. y, - i , Area A. - metalin ring or pad ' Ab ' Struct. Stab. Factor (e) An I Intersection Angle a .) : P REQUIRED THICKNESS: Imh
- PDn
+ An * .[h.I x . L l '. l . **s- , +...."....I. 2SnEn + 2ynP 2x !k.W. x . .I .7. . + 2x . .#..I..x ... ... V = PDo ..l.Q h x . 7 9,0 . tmb +Ab" + ...... " ...... l 2SbEb + 2YbP 2x E ,T.C. x .). fl.. + 2x. C .I .x . t (/ .'. . j i LIMITS OF REINFORCEMENT: - i ds = Db - 2Tb = . - 2x.'.l. '. . q ... . = . . .n .t 't i sin a . . t. . = d2 di or = Tb+T8 + 0.5di = . '. I . ' . . + . ' .' .'. . . + 0.5 x .3 . .Y. 'I = . . . . . . Select larger of the values. but not to exceed Dh . d2 "' ~ ~ L = 2.5 (T )b = 2.5 x . .2 -. 3.'8:.='.. c. 3 REQUIRED AND AVAILABLE REINFORCEMENT AREA: Note: For Ah or Ab #0. subtract value from appropriate Tn or Tb . Area = 1.07 (tmn ) (J ) (2. sin a) = 1.07 x ..<...x......x(2.t....)= i A1 = (2d2 -d t) (Th-tmh) " 2x ...... ...'*.Id...'.. .E ..)"...... A2 = 2L(Tb - tmb) = 2x..... x ( .' [. i i. . .?.+ . i . ) = d... = tg2(, ;- f , y 2 A3 , ,- , , 3 A i +A 2 +A3=, ..l+ . . . . ' . + . . . .. = .... . sq. in, available. Additional Req'd: Yes O No O ' n Pad Size (See note f) Plant / Unit 1 ! Height = L = System . Calc # /RN/g" l Uidth = 2d2 = 2X = CALC B MIN "lCH.BYf I N - A4 = L(2d2-d)= l ( - )= DATE DATE U -7 2 4 2 Aj +A2+A3+A4= NOZZLE REINFORCEMENT ,\ 4g l + + + = htlysq , e <Mitinn el ...nf n,-. n, ,,4n..u.. y,, r i % r, ANSI B31.1 WOR K SHE ET WS.I.75 - E I}}