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JUL24199B ENGINEERING DATA TRANSMITTAL 622233
2. To: (Receiving Organization)
Distribution3. From: (Originating Organization)
TWRS Projects/SST Retrieval4. Related EDT No.:• n / a
W-320 TWRS/TCPN #.-G2fto1-
6. Design Authority/ Design Agent/Cog.
^ J i , NHC7. Purchase Order No.:
n/a8. Originator Remarks:For approval and release of a new supporting document. Thisdocument has been generated to ensure retrievability of the'Project W-320 "Piping Calculations, Vol. 5".
9. Equip./Component No.:
n/a10. System/Bldg./Facility:
241-C-10611. Receiver Remarks: 11A. Design Baseline Document? [X] Yes [] No 12. Major Assm. Dug. No.:
n/a13. Permit/Permit Application No.
n/a14. Required Response Date:
DATA TRANSMITTED (G). (H)
ItemNo.
(B) Document/Drawing No.
(C)Sheet
No.
ID)Rev.No.
IE) Title or Description of DataTransmitted
ApprovalDesig-nator
Reasonfor
Trans-mittal
Origi-natorDispo-sition
Dispo-sition
HNF-2475 Project W-320, 241-C-106 Sluicing, PipingCalculations, Vol. 5
NA
Approval Designator (F) Reason for Transm'rttal (G) Disposition <H) & (I)
E, S, Q, D or N/A(see WHC-CM-3-5,Sec.12.7)
1. Approval 4. Review2. Release 5. Post-Review3. information 6. Dist. (Receipt Acknow. Required)
1, Approved 4. Reviewed no/comment2, Approved w/comment 5. Reviewed w/comment3, Disapproved w/comment 6. Receipt acknowledged
17. SIGNATURE/DISTRIBUTION(See Approval Designator for required signatures)
[] Approved[] Approved w/conments[] Disapproved w/comnents
BO-7400-172-2 (05/96) GEF097
BD-7400-172-1
HNF-2475, Rev. 0
Project W-320, 241-C-106 SluicingPiping Calculations, Vol. 5
John W. BaileyNumatec Hanford Co., Richland, WA 99352U.S. Department of Energy Contract DE-AC09-96RL13200
EDT/ECN: 622233Org Code: 8C452B&R Code: EW313001O
Key Words: W-320, Sluicing, Tank 241-C-106, Tank 241-AY-102, WRSS,calculations, piping.
UC: 506Charge Code: D2991/HANA0600Total Pages:
Abstract: This supporting document has been prepared to make the FDNWcalculations for Project W-320, readily retrievable.
TRADEMARK DISCLAIMER. Reference herein to any specific commercial product, process, or service bytrade name, trademark, manufacturer, or otherwise, does not necessarily constitute or imply itsendorsement, recommendation, or favoring by the United States Government or any agency thereof orits contractors or subcontractors.
Printed in the United States of America. To obtain copies of this document, contact: DocumentControl Services, P.O. Box 950, Hailstbp H6-08, Richland UA 99352, Phone <509) 372-2420;Fax (509) 376-4989.
OATH:
STA:
H"•MM*
\ HA'ifORD 1
I R3£AG2 ^
X-—,J-
Release Stamp
8
'D: y26/
Approved for Public Release
A-6400-073 (01/97) GEF321
HNF-2475, Rev. 0
Project W-320, 241-C-106 SluicingPiping Calculations, Vol. 5
TABLE OF CONTENTS
Calc. No. Title Page
W320-27-028 Miscellaneous Pipe Stress Analysis A-i
W320-27-029 AY Farm Jumper Stress Analysis B-i
W320-27-030 W320 Tank 241-C-106 HVAC Seal Loop C-i
W320-27-031 Booster Pump Restraint Analysis D-i
HNF-2475, Rev. 0
W320-27-028
Miscellaneous Pipe Stress Analysis
A-i
ICF KAISER |HANFORD COMPANY
CALCULATION IDENTIFICATION AND INDEX Page
Date
This sheet shows the status and description of the attached Design Analysis sheets.
Discipline 27 , P i p i n g and Vesse ls WO/JobNo._ER4319 Calculation No.
Project No. & Name P r o j e c t W-320 Waste R e t r i e v a l f o r Tank 241-C-10S
Calculation Item M i s c e l l a n e o u s Pipe S t r e s s A n a l y s i s
These calculations apply to:
Dwg. No. H-2-818482 Sheets 1 , 2 , and 3 Rev. No
Dwg. No. ES-320-M07, ES-320-M08 Rev. No
Other (Study, CDR)
Rev. No
The status of these calculations is:
D Preliminary Calculations
E l Final Calculations
D Check Calculations (On Calculation Dated
D Void Calculation (Reason Voided
Incorporated in Final Drawings? tS3
This caiculation verified by independent "check" calculation? •
Original and Revised Calculation Approvals:
Originator
Checked by
Approved by
Checked AgainstApproved Vendor Data
Rev. 0Signature / Date
Rev. 1Signature / Date
i <*
8 / 2 2
i i i
/S5
W320-27-028
0
0
Yes D
Yes Si
Rev. 2Signature/Date
INDEX
Design Analysis Description
Page No.
i - i i Calculation Identification and Index
i i i . Calculation Cross Index
1 - 4 "'• •• Objective, Design Criteria ,Design Inputs
5 Assumptions, Calculations and Conclusions
6 References
)
No
No
INDX-M.XLSHNF-2475, Rev. 0Page A-l
ICF KAISER JHANFORD COMPANY
CALCULATION IDENTIFICATION AND INDEX i i i
8 / 2 2 / 9 5
Discipline 27,Piping and Vessels WO/Job No._ER4319 Calculation No. W320-27-028
Rev. 0Signature /Date
Rev. 1Signature / Date
Rev. 2Signature / Date
Originator
Checked by
Design Analysis
Page No.
Description
INDEX
Sustained Loading Analyses
Summary of Encasement Pipe Expansions and
and Bend Stresses
10 & 1 1 Anchor Loads at Pit Wall Penetrations
Appdx A Stress Isometric andSketches derived' from project drawings
Appdx B STAB Results Filenames:SB90M8-S.mcd & SB45M8-T.mcd
Appdx C Autopipe Results Filename: M7-R0.out
Rev. 1 : A3-
...u.i.i.,)ii.u...U£»^i!
HNF-2475, Rev. 0Page A-2
INDX-M.XLS
si?s «
CALCULATION CROSS INDEX (Typical)Subject Calculation No. W320-27-028
SubjectCalculation
RevisionNo.
0
0
I
I-2475, Rev
A-3
©
Supercededt>y Calculation
No.
NA
NA
These interfacing calculation/documentsprovide input to the subject calculation,
and if revised may require revision ofthe subject calculation.
Calcualtion/Document No.
Dwg.# ES-320-M07
Dwg.# ES-320-M08
^ f t iH-Z.-818'V^i, sVr 1
A>/V lH-2-818^1 . ^ + 3
MAH-2.--2IS52-1 , sW )H-2--Si8S<K.sWt 1
•
Revision.No.
0
0
1)
o1
1
Results and conclusions of the subjectcalculation are used in these interfacing
calculations and/or documents.
Calcualtion/Document No.
NA
NA
A
Revision.No.
Does the outputinterface calculation/
documents requirerevision?
Yes 1 No
X
X
~-
Has the output interfacecalculation/ documents
been revised?
Yes No
X
X
[
Page iii of iii
Discipline manager's signature anddate indicating evaluation
complete.
Ii
1
( ̂ I
1
>
KEH 1£ 75.00 (12/88)
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
CaioNo. W-320-27-028
Revision No. & '
• Page No. 1 of 1 1
Client WESTINGHOUSE HANFORD COMPANY wo/JobNo. ER4319 Filename TEXT-M.WPsubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 2 2 / 9 5 By D.L.STONE
PROJECT W-320 WASTE RETRIEVAL for TANK 241 -C-106 Checked^ tZ=tJcfS~ By C^>^Location C TANK FARM - 200 EAST AREA - HANFORD Revised )2_/ ] I c.-j By )/,|A
OBJECTIVE:
The objective of this calculation is:
BY: 3,2-3-
1. To perform static and dynamic stress analysis of the Drain Pipeline servicing Tanks 241 -C-106 in order tobe in compliance with the Code ASME B31.3 requirements.
2. To calculate the pipe anchor loads at building penetrations in order to transmit these loads to Civil /Structural group.
DESIGN CRITERIA:
1. ASME CODE B31.3-93 with Addenda up to 1994.2. SDC4.1, REV-11. (UoJ FOW^ AicUe * I33. PROJECT W-320 FDC: WHC-SD-W320-FDC-001, REV.^
DESIGN INPUTS:
1.2.3.4.5.6.7.8.9.10.11.12.13.
Ambient temperaturePipe WallEncasement Pipe material:Process Pipe Materials:Corrosion rate:Safety Class category:Pipe mechanical properties:Soil characteristics:Design Pressure:Design Temperature:Process FluidSpecific gravityPiping Dimensions
40°F (Ref. 11)Schedule 40 (Ref. 16)ASTM A53 Type E Grade B, Seamless (Ref: 16)ASTMSA312 TP304L Stainless Steel (Ref: 16)2 mils/yr.for 20 years (considered as 0.06) (Ref: 19)SC-2 (?- Yr ''•»' ^ jMwfot , ov. «s u ) ( R e f . 1 5 ,(See second page of "STAB", Appx. B) (Ref: 3)(See third page of "STAB", Appx. B) (Ref: 12)60 psig (Ref: 16)
1OO°F (Ref: 16)Waste Solids blown from metal filters (Ref: 20)1.25 (conservative) (Ref: 11)Drawings ES-320-M07 and ES-320-M08 (Ref: 20)(Composite sketches from these drawingshave been provided in Appendix A.)
DESIGN METHODOLOGY:
The calculation includes analysis of the encased drain line connecting the Process Air Building Seal Pot and FloorDrain with the Tank 241-C-106 Sluice Pit 241-C-06C through Nozzle U-8. (Ref: 20)
The stress analysis includes the following :
1. Analysis of the buried (outer) encasement piping for sustained, seismic and thermal loading under theimpact of soil friction in order to qualify for Code B31.3-90 requirements. The analysis is performed usingthe computer program "STAB" (Ref: 7) which is based on the principles promulgated in ASME Papers (Ref:5 & 6).
The Safety Class designation of the encasement pipe is dependent upon the designation of the Primaryprocess pipe inside the encasement pipe, and is therefore categorized as Safety Class-2 (Ref: 2) pipe.
HNF-2475, Rev. 0Page A-4
ICF KAISER caic No. W-320-27-028HANFORD COMPANY Revision No. 0
DESIGN ANALYSIS Page No. 2 of 11
^Client WESTINGHOUSE HANFORD COMPANY wo/JobNo. ER4319 Filename TEXT-M.WPSubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 2 2 / 9 5 By D.L.STONE
PROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 C h e c k e d f / * ^ T^ By <=-~D O&-^J^ULocation C TANK FARM -200 EAST AREA-HANFORD Revised / / By
2. Analysis of the primary (inner) process piping for sustained, thermal and seismic loading isperformed using the computer program "AutoPipe" Version-4.5 by "Engineering DesignAutomation" (EDA). (Ref:8)
Seismic & thermal displacements for the encasement pipe elbows, determined by the "STAB"(Ref: 7), are checked and tabulated to ensure minimal impact on the Primary pipe.
The Primary process pipe of each line is categorized as Safety Class-2 (Ref: 1 5) pipe.
3. Pipe Loading at Building Penetration Anchors is summarized using spreadsheet program, "Excel"(Ref. 9.)
SUSTAINED LOADS:
ENCASEMENT PIPE
A The dead load for the encasement pipe is considered to include the weight of the inner primary
pipe, the weight of its contents, and the weight of the soil cover over the encasement pipe. Theweight of the encasement pipe is not a significant factor since it is supported continuously by thesurrounding soil.
The AASHTO, H20 live loads (Ref: 4) are considered to include the impact of the surface vehiclesmoving over the buried encasement pipe. (Page 7 & 8)
The encasement pipe longitudinal stress due to the sum of the dead loads and live loads iscalculated and added to the summation of pressure stress & seismic stress obtained from thecomputer program "STAB" (Ref: 7). (Page 9)
The pressure stress for the outer encasement pipe is considered similar to that of the primary pipein order to ensure operability if the primary pipe fails.
PRIMARY PIPE
The sustained stress on the inner primary pipe is the summation of longitudinal stresses resultingfrom internal pressure and the dead weight of the pipe. The pipe material is stainless steel ASMESA 312, Grade TP 304L whose Allowable stress "S" Per Code B31.3 is 1 6,700 psi. (Ref: 1)
The "AutoPipe" program checks the sustained stress in the primary pipe against Code Allowable.(Ref: 8).
HNF-2475,Rev 0Page A-5
ICF KAISER Caic No. W-320-27-028HANFORD COMPANY Revision No. 0
DESIGN ANALYSIS Page No. 3 of 11
'client WESTINGHOUSE HANFORD COMPANY wo/Job No. ER4319 Rename TEXT-M.WPSubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 2 2 / 9 5 By D.L.STONE
PROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked <flZ--2Jc?g- ByLocation C TANK FARM - 2 0 0 EAST AREA - HANFORD Revised / / By
SEISMIC STRESSES:
ENCASEMENT PIPE
The buried, encasement pipe elbow stresses due to propagation of ground seismic waves are computedusing the computer program "STAB" (Ref: 7) which has been programmed based on the principlespromulgated in ASME Papers (Ref: 5 & 6).
The peak free field acceleration factor (ag) of "0.12g" and peak free field ground velocity of "48Xag" areconsidered as stipulated in SDC 4.1, Rev-11 (Ref: 2) for Safety Class 2 & 3 piping.
The pipe mechanical properties are obtained from "Crane Technical Paper" (Ref: 3).
The soil data for dynamic analysis is based on the report were obtained from the Shannon & Wilson Inc's"Geotechnical Engineering Studies" (Ref:12)
Since the depth of the soil cover varies at different locations and since shallower depths produces higherstresses in pipe bends, the minimum required depth for shielding (Ref: 14) three feet is used as the basis inthis analysis.
Since the seismic stresses do not occur concurrently in both pipe legs around the elbow, the elbow will besubjected to seismic stress from only one leg at a time. As such, seismic analysis is performed for thelongest straight pipe run adjacent to each pipe bend.
The sustained and seismic stresses are added together and compared to the Code B31.3 allowablerequirements for Sustained + Occasional stresses. These stresses are summarized on page 9. Themaximum seismic displacements at pipe bends are also listed on page 9.
PRIMARY PIPE
Since the Primary pipe has been classified as Safety Class 2 Pipe in the FDC (Ref: 11), Dynamic analysis isperformed using "Fig 5" seismic response spectra (5% Damping) of SDC 4 .1 , Rev-11. (Ref: 2) Thisresponse spectra has been created in "AutoPipe" as "SC2&3" and is used in dynamic analysis.
The seismic stresses from the dynamic analysis are added to the sustained stresses from the static analysisto qualify against ASME B31.3 occasional stress allowable 1.33Sh. (Ref.1)
The encasement pipe seismic movements (See page 9) are negligibly small and will not have anysignificant impact on the primary pipe stress analysis. Therefore, these movements are not considered.
HNF-2475, Rev 0Page A-6
ICF KAISER Caic No. W-320-27-028HANFORD COMPANY Revision No. 0
DESIGN ANALYSIS Page No. 4 of 11
) Client WESTINGHOUSE HANFORD COMPANY WO/Job No. ER4319 Filename TEXT-M.WPSubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 2 2 / 9 5 By D.L.STONE
PROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked*? I~ZZJ9S~ By (L-~O OS- i - ^a^Location C TANK FARM - 200 EAST AREA - HANFORD Revised / / By
THERMAL (DISPLACEMENT) STRESS:
ENCASEMENT PIPE
The thermal analysis for the Encasement pipe is performed at the same temperature as it is for the Primarypipe (100° F) to ensure operability in case primary pipe fails. Soil static properties were obtained from the"Geotechnical Engineering Studies" report furnished by the Shannon & Wilson Inc (Ref: 12).
The computer program "STAB" is used to perform the thermal analysis and compute the stresses in eachpipe leg around each pipe bend. Since thermal stresses in each leg occur concurrently, "STAB" adds thesestresses together to compute total thermal stress at the pipe bend and qualify it for Code B31.3 Allowablethermal stress. Results are summarized on page 9 . Thermal displacements at the pipe bends are alsolisted on pages 9 . The effects of thermal displacement at guide locations were checked and sincesupport displacements of less than 0.063 inches are not considered critical, the analysis has been omittedfrom this package. (See Page 9)
The maximum design temperature for the Primary pipe is 100°F in accordance with the projectconstruction specification (Ref: 16) and has been considered in the "AutoPipe" program.
PRIMARY PIPE
Since the primary pipe is intermittently welded to the encasement pipe, the thermal movements of theencasement pipe have been taken into consideration in the primary pipe thermal analysis.
The "AutoPipe" program has been run to qualify the thermal stress to Code B31.3 allowable fordisplacement stress "Sa". (Ref: 1)
The thermal expansion of the Primary pipe at any bend obtained from Autopipe is found to be less than thegap available between the primary pipe and the encasement pipe.
SOIL CHARACTERISTICS:
The "Geotechnical Engineering Studies" report by Shannon & Wilson Inc, (Ref: 12 Tables 2 & 3) furnishescharacteristics for both Natural sand and Backfill sand. Since the "STAB" test run made using the propertiesof the Natural sand produces higher stresses in pipe bend than that of the test run using the properties ofthe Backfill sand, Natural sand properties are used conservatively for entire seismic and thermal analysis.
COMBINED LOADING AT BUILDING PENETRATION ANCHORS
The spreadsheet program, "Excel" (Ref. 9), has been used to calculate Pipe Loading at Building PenetrationAnchors. (Pages 10 & 11 .) Seismic and thermal loads on an anchor by the Encasement Pipe arecalculated by multiplying the soil friction force for the underground pipe (obtained from the corresponding"STAB" calculations) by the length of pipe attached to the anchor. For cases in which the effects ofloading by the Inner Process Pipe and Encasement Pipe are concurrent (such as pit wall penetrations),anchor loading is considered as the sum of the Inner Pipe restraint reactions at the anchor (obtained from"Autopipe" analysis) plus the calculated Encasement seismic and thermal loads. For cases in which theeffects of loading by the Inner Process Pipe and Encasement Pipe are not concurrent (such as at theProcess Air Building Floor Drain Seal Pot), anchor loads are represented in the spreadsheet, separately.(See Appx. A, Dwg.# H-2-818482)
HNF-2475, Rev. 0Page A-7
IUh KAIHtH caic No. W-320-27-028
HANFORD COMPANY Revision No. JS^ 'DESIGN ANALYSIS Page No. 5 of 11
> Client WESTINGHOUSE HANFORD COMPANY wo/Job No. ER4319 Filename TEXT-M.WPSubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 2 2 / 9 5 By D.L.STONE
PROJECTW-320 WASTE RETRIEVAL for TANK 241 -C-106 Checked flZZltS" By C l b ' d c r v ^ a .Location C TANK FARM - 200 EAST AREA- HANFORD Revised \z[ | I^-J By (/ ,1
ASSUMPTIONS: £ M K D B V : ? L . ^ ^ 3,21*6
1. Since "Geotechnical Engineering Studies" by Shannon & Wilson Inc (Ref: 12, Sect 12.1) indicatesthat the geological hazards such as ground faulting, soil liquefaction, ground differential settle-ments, land slides, ground collapse potential and flooding either not pertinent or insignificant tothe native soil encompassing W-320 project, these hazards are not considered in the analysis.
2. The building structures are adequate to withstand the pipe loads.
3. The impact of building permanent settlements, if any, will be mitigated by designing voidsbetween the pipe and the soil, so that the pipe will move in tandem with the building and will notbe restrained by the soil.
CALCULATIONS:
Sustained load analysis . (Pages 7 & 8)
Summary of Encasement Pipe Expansions and Pipe Bend Stresses for: (Page 9)
Pipe Loads at Building Wall Penetrations for: (Pages 10 & 11)
See Appendices for seismic & thermal analysis by "STAB" program. (Appx. B )
See Appendices for AutoPipe analysis. (Appx. C )
CONCLUSION:
1. The results of the "STAB" analyses indicate that sustained, seismic and thermal stresses in theEncasement Pipe have met the Code B31.3-1990requirements.
2. The review of the "AutoPipe" summary results indicates that pipe stresses are in compliance withASME Code B31.3 requirements.
3. Building penetration anchor loads are calculated and listed on pages 10 & 1 1 .
Rev. I of " f W COIUUUTICM vei led &£. c\\Ae\f&<s <^MiT •We
COVA&\O<A.S . "fwe/t <*/£. wx'mo-c diVweisiov,^
cjf-ffe/tices ( . 1 1 ' ) ta+<"««.n X^<- c.^c)ysr5 ^v,d W^ c .5 - tu
- f V s c cl'-ffe./t*£&5 eve. vM.^sJDt •
°\'t.
HNF-2475, Rev. 0Page A-8
ICF KAISER caic No. W-320-27-028HANFORD COMPANY Revision No. -0" I
DESIGN ANALYSIS PageNo. 6 of 11
Client WESTINGHOUSE HANFORD COMPANY wo/Job No. ER4319 Filename TEXT-M.WPSubject MISCELLANEOUS PIPING STRESS ANALYSIS Date 8 / 22 / 95 By D.L.STONE
PROJECTW-320 WASTE RETRIEVAL for TANK 241-C-106 Checked f / ZZ/<?S~ By Q.£> 3 <b^%"-.Location C TANK FARM - 200 EAST AREA- HANFORD Revised \-J [ /< ) - ] By )C,Vk- •«&-
REFERENCES: CHK& «M : <H_ Ot^-SA- 3 2 3 • ^
1. ASME Code B31.3 and B31.3a-1994 Addenda for "Chemical and Petroleum Refinery."
2. SDC 4.1 , Rev. 11, "Standard Architecture & Civil Design Criteria."(TRW) f-OMW fWt.-o. *" |3*r.ZlS.)l |7 , Oej^, UHLS C fcm'I.Vcs }
3. Crane Technical Paper No: 410, 22nd Printing-1986.
4. AISI "Modern Sewer Design" First Edition, 1980.
5. ASME PAPER on "Hand Calculation of Seismic & Thermal Stresses in Buried Pipe" by G.C.K. Yeh. PVPVolume-77, June' 1983.
6. ASME PAPER on "Flexibility analysis of Buried Pipe" By E. C. Goodling. PVP Volume-82, June, 1978
7. Computer Program "STAB" (Seismic and Thermal analysis of Buried Piping), Version-0
8. Computer application "AutoPipe" Version 4.5 by "Engineering Design Automation."
9. Computer application "Excel" Version 4.0, by Microsoft.
10. Computer application "Mathcad" Version 4.0, by Mathsoft, Inc.
11. WHC-SD-W320-FDC-001, Rev-2?. "Functional Design Criteria for Tank 241 -C-106 Waste Retrieval, ProjectW-320". /^
12. Shannon & Wilson Inc. Geotechnical and Environmental Consultants, "Final Report of GeotechnicalEngineering Studies, W-320 Waste Retrieval and Sluicing Systems", Dated April 12, 1994.
13. Data Compendium, Bruce A. Castaing
14. Calculations #W320-33-004, "Earth Cover Shielding Thickness for C-farm Piping", Dated: April 12, 1994.(DSI from G.J.Peter dated April 12,1994)
15. WHC-SD-WM-SEL-033, Rev-1. "Safety Equipment List for 241-C-106 Waste Retrieval, Project W-320"
16. Project W-320 Construction specifications W320-C1 Rev-0 for piping materials.
17. Drawing # H-2-818482
18. Calculation No: W030-034 Rev-0 for "Recirculation Building - Foundation."
19. Calculation No: W-030-011, Rev-1 for "Fouling factor and Corrosion rate."
20. Piping Stress Isometric drawings: ES-320-M07 and ES-320-M08
HNF-2475, Rev. 0Page A-9
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Caic. No. W-320-27-028Revision No.: 0Page No. ~] of I /
Client WESTINGHOUSE HANFORD COMPANY WO/JobNo. ER4319 Filename HOOP.MCDSubject MISCELLANEOUS PIPING STRESS ANSLYSIS Date S 1111 95 By D.L. STONEPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked -f ^ 2 / 95 By cSLocation C TANK FARM - 200 EAST AREA HANFORD Revised By
TOTAL SUSTAINED LOADING ANALYSIS
for 3" in 6" drain Pipes (ES-320-M7 and ES-320-M8)
The purpose of this calculation is to determine the total sustained stress (weight of the processpipe and its contents, overlying soil column weight and impact of surface vehicular weight) on thetransfer line encasement pipe. This value will be added to the stresses computed by STAB to determinethe maximum stress on the encasement.
Unit Initialization:
PSF = — ' Unit representing weight per square foot.
SpG:= 1.25
wmo:=3.2-PSF
PROCESS PIPE AND CONTENTS
Specific Gravity of Process Fluid.
Weight of water per linear foot of 3" Schedule 40 pipe.
Weight of pipe per linear foot of 3" Schedule 40 pipe.
Ref. 3
Ref. 3
:ontents:=wH20SP° Weight of Process Fluid per Linear foot of 3" Schedule 40 pipe.
W l : = w pipe + w contents
Wj =11.58-PSFWeight of Process Pipe and Contentsper linear foot of 3" Schedule 40 pipe.
OVERLYING SOIL
H:=3ft
p:= 0.066 -M
Soil depth. (Minimum required for shielding.)
Static Specific Weight of Soil
W2:=H-p
W 2 =342.144-PSF Weight of soil overlying Encasementper linear foot of 6" Schedule 40 pipe.
HNF-2475, Rev. 0Page A-10
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
CaEc. No. W-320-27-028Revision No.: 0Page No. J" of / /
Client WESTINGHOUSE HANFORD COMPANY WO/Job No. ER4319 Filename HOOP.MCDSubject MISCELLANEOUS PIPING STRESS ANSLYSIS Date 8 /22 /95 By D.L. STONEPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked 'f K.ZJ 9S By 4Location C TANK FARM - 200 EAST AREA HANFORD Revised By
DL =353.724-PSF
LL := 600-PSF
DEAD LOAD (Weight of the process pipe and its contentsand overlying soil per linear foot of pipe).
LIVE LOAD AASHTO, H-20 Hwy Load per linear foot of pipe .
P := DL + LL
P = 953.724-PSF
P =6.623-psi
TOTAL SUSTAINED LOAD per square foot, per linear foot of pipe.
TOTAL SUSTAINED LOAD per square inch, per linear foot of pipe.
D 6 := 6.625-in
tg :=0.280inEncasement Diameter for 6" Bends.
Wall thickness of 6" Schedule 40 pipe, Bends.
Sfi:=P-2tf
S 6 =78.353 -psi Ring Compression (Hoop stress).
HNF-2475, Rev. 0PageA-11
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD CO. W O / J o b No.
Subject MISCELLANEOUS PIPING STRESS ANALYSIS Date
PROJECT W-320 WASTE RETRIEVAL for Tank 241-C-106 Checked
Location C TANK FARM 200 EAST AREA Revised
ER4319
8/22/95
Calc. No. W-320-27-28
Revision No. o
Page No. f of / /
Filename SUMRY.MCD
By D. L, STONE
By
SUMMARY OF ENCASEMENT PIPE EXPANSIONS
(Process Drain Line ES-320-M7 & ES-32O-M8 Appdx. D)
NODE
POINT
E09
E04
Nodepoint
E09
E04
SEISMIC5
(inches)0.047
THERMAL8t
(inches)
0.066
8 1(inches)
0.047
SUMMARY OF ENCASEMENT PIPE BEND STRESSES
SEISMICPR + SEIS
(psi)
(STAB)
5725
DEAD WT.
(psi)
(Page* 14 )
78
TOTAL
(psi)
5803
ALLOWABLE
(psi)
22610
THERMALACTUAL
(psi)
5797
ALLOWABLE
(psi)
49650
HNF-2475, Rev. 0Page A-12 SUMRY-M7.XLS
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD CO.Subject MISCELLANEOUS PIPING STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106Location C TANK FARM 200 EAST AREA
Calc. No. W.320-27-028
Revision No. n
Page No. \Q of / /
WO/Job No.DateCheckedRevised
ER431S/ 8 /22 /1995
FilenameByByBy
ANCOR.xlsD. L. STONE
ANCHOR LOADS AT PIT WALLS
Nozzle: U-S
Location: 241-C-06C
Sluice Pit
Identification: W-320
Process Air Bldg.
Floor DrainPiping
Node#: B14
Orientation:
(•6)X j
(Plan View1
SEAL POT
Location: Process Air Bldg,
Identification: W-320Process Air Bldg,Floor DrainPiping
Node*: B04
Orientation:(Elevation View)
3
Pipe Loads
Inner Pipe
(Seismic)
(adjusted Seo *6)
(Thermal)
(adjusted See *6)
(Ml
Encasement
(Seismic)(•4)
(Thermal)C5)
Absolute Sum
Pipe Loads
Inner Pipe
Encasement
(Seismic)(•4)
(Thermal)
Absolute Sum
Pipe
Length (• 2)
{in.)
L= 88
L = 88
Pipe
Length ("2)
(in.)
Friction
Force 1*3)
llb/inl
FI . 24.48
FZ. 23.18
Friction
Force («3)
lib/in)
Loads are not applicable sine
are not coincedent at the Se
l . 28.6
i = 28.6
FI . 24.48
F2. 23.18
Fx
libs) ...
114100
903
736
836
Fx
llbsl
Fy
libs)
13
-106
119
Fy
libs)
both Process and Eneas
al Pot.
0
699.15
662.02
1361
Fz
libs)
27100
138
736
2153.26
2038.91
5028
Mx
1Mb)
8 0 48 4 3
3240
3724
4573
Fz
libs)
iment Pipe a
d
Mx
lin-lbl
chors
0
My
lin-lb)
3120
21348
24468
My
(in-lb)
0
Mz
(in-lb)
396
8 4 8
2028
3724
4573
Mz
(in-lbl
0
1"1) (Ref. Appendix C, Autopipe Filename: M7-R0)l«2) L = Pipe lengths immediately preceding anchors as per DWG # ES-320-M07
and ES-320-M08 : (Ref. Appendix A)(•3) For underground pipe. (Ref. Appendix B, STAB)
(••] LOAD = F1 XL{•5) L0AD=F2xL("6) Orientation to Axis "z" is assumed for Nozzle U-8 in this tabulation.
Actual orientation of the Autopipe Mode] is as per DWG # ES-320-M07,45 degrees to the assigned axes, and adjusted for this table by the equations:
0.707 x (Fx + Fz) and 0.707 x (Mx+Mz).
HNF-2475, Rev. 0Page A-13
ANCHOR-1.X1.S8/22/95
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD CO.Subject MISCELLANEOUS PIPING STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241 -C-106Location C TANK FARM 200 EAST AREA
WO/Job No. ER4319Date / 8 / 22 / 1995Checked S^Revised
Calc. No. W-320-27-028
Revision No. 0
Page No. // of Jj
Filename ANCOR.x|sBy D. L. STpNEBy ^By
Location: Process Air Bldg.Skid Floor
Identification:
Node #:
Orientation:
W-320Process Air Bldg.Metal FilterPiping
E1O
(Elevation View)
Pipe Loads
Inner Pipe(Seismic)
(Thermal)
1*1)
Encasement
(Seismic)1*4)
(Thermal)<*5)
Absolute Sum
Pipe
Length ("2)
(in.)
FrictionForce (»3)
tlb/irtl
!
L- 49
L= 49
FI . 24.48
F2. 23.18
Fx
lib!)
5
-1
6
Fy
libs)
7 4
4 4
1198.54
1134.83
2451
Fz
libs)
217
-178
395
Mx
lin-lb)
7464
5484
12948
My
frn-lb)
48
-24
7 2
Mz
lin-lb)
216
2 4
2 4 0
("1] (Ref. Appendix C, Autopipe Filename: M7-R0)1*2) L = Pipe lengths immediately preceding anchors as per DWG # ES-320-M07
and ES-320-NI08 : (Ref. Appendix A)("3) For underground pipe. {Ref. Appendix B, STAB)(•41 LOAD = F1 XLI"5I L0AD=F2xLC6] Orientation to Axis "z" is assumed for Nozzle U-8 in this tabulation.
Actual orientation of the Autopipe Model is as per DWG # ES-320-M07,45 degrees to the assigned axes, and adjusted for this table by the equations:
0.707 x IFx + Fz) and 0.707 x IMx+Mz).
HNF-2475, Rev. 0Page A-14
APPENDIX A
HNF-2475, Rev. 0Page A-15
I < ;
oQ_
03
in
c' CO
\k
Q
oo
r
L_
CDc
Idi
Bui
<
oce
ss8
48
2
CO
H-2
-
#
ving
roQ
Fro
m
Q_
DRAIN PIPING FROM PROCESS AIR BLDG FLOOR TO C-106 TANK
DRAIN LINE - 3" - M9ENCASEMENT LINE - 6" - M26a
ALL BENDS SHALL BE 36" RAD (UNLES OTHERWISE NOTEC)
- 14 57 (fif, ft-il)1
3" t>)?-3«l -
HNF-2475, Rev. 0Page A-17
SEISMIC AND THERMAL STRESS ANALYSIS OF BURIED PIPE
SOURCES: 1. ASME PAPER ON 'HAND CALCULATION OF SEISMICAND THERMAL STRESSES IN BURIED PIPE' BYG.C.K.YEH, ENGINEERING SPECIALIST, BECHTELPOWER CORP. PVP VOLUME-77, JUNE'83
2. ASME PAPER ON 'FLEXIBILITY ANALYSIS OF BURIEDPIPE' BY E.C.GOODLING, SUPERVISING ENGINEER,GILBERT ASSOCIATES. PVP VOLUME-82, JUNE-78
PROGRAM VERSION: 0
PROGRAM AUTHOR: M.M.AHMED
PROGRAM VERIFIER: T.J.SCHALL.
JOB OR WORK ORDER NO: W 320 / ER 4319
FILENAME: STAB MO8.mcd - SEISMIC
INPUT BY: D.L. STONE DATE: 8 / 2 2 / 9 5
CHECKED BY: C3>^t*~th^ DATE:
HNF-2475, Rev. 0Page A-18
STAB. VERS1ON-0PAGE-2
Filename: SB90M8-S.mcdPROGRAMMED BY: M.M.AHMED
STEP1: "DESIGN DATA."ALL UNITS IN POUNDS, INCHES, RADIANS AND DEGREE F.
A. PIPE DATA: (REF.-CRANE TECH PAPER NO:410, 22nd PKINT-1985)
PIPE MATERIAL: ASTM A53, TYPE E, GR B. SCH 40
BEND SIZE: 6" SCH 40, RADIUS=36".PIPE SIZE: 6" SCH 40.
Ds6.625in
ts0.280in
Rs36.00in
PIPE OUTSIDE DIAMETER, IN
PIPE WALL THICKNESS, IN
PIPE METAL AREA, IN*2
PIPE MOMENT OF INERTIA, IN" 4
PIPE SECTION MODULUS, IN"3
BEND METAL AREA, IN"2
BEND SECTION MODULUS, ET3
PIPE BEND RADIUS, IN (36" radius, 90 degree Bend)
056.13-10
<j>sl.57rad
TslOO-K
So=20000
hs 20000--^
Ep0.85
, t-R-4h = 1.002
(D-t
1.6S
0.9
k = 1.648
i= 0.899
MODULUS OF ELASTICITY, PSI(REF:ASME CODE B31.3-1993 ADDENDA 1994)
THERMAL EXPANSION OF ELASTICITY, IN/IN/F.(REF:ASME CODE B31.3-1993 ADDENDA 1994)
BEND ANGLE IN RADIANS (90 deg.)
DESIGN PRESSURE, PSI(REF: CONSTRUCTION SPEC W-320, PIPING CODE M-24)
DESIGN TEMPERATURE, DEG F(REF: CONSTRUCTION SPEC W-320, PIPING CODE M-24)
COLD ALLOWABLE STRESS, PSI(REF:ASME CODE B31.3-1993 ADDENDA 1994)
HOT ALLOWABLE STRESS, PSI(REF.-ASME CODE B31.3-1993 ADDENDA 1994)
WELD JOINT QUALITY FACTOR(REF:ASME CODE B31.3-1993 ADDENDA 1994)
FLEXIBILITY CHARACTER(REF:ASME CODE B31.3-1990 APPDX-D)
FLEXIBILITY FACTOR
SEF FACTOR
IF CALCULATED V IS LESS THAN 1.0, USE i=1.0 U1.00
HNF-2475, Rev. 0Page A-19
STAB.VERSION-0 F i I e " a m e :
PAGE-3 PROGRAMMED BY: M.M.AHMED
B: SOIL CHARACTERISTICS(REF: SHANNON & WILSON, INC GEOTECH INVESTIGATION REPORT.)
Bl: SOIL DATA FOR SEISMIC ANALYSIS
C = 12000— SOIL SHEAR WAVE VELOCITY, IN/SECsec
POI = 0.3 POISSON RATIO
KdH0.32 COEF OF LATERAL STRESS
H » 0.75 COEF OF SOIL FRICTION
Eds62000-J^ DYNAMIC ELASTICITY MODULUS, PSIin
rd = 0.066-^ DYNAMIC SOIL SPECIFIC WT,LBS/IN"3in
B2: SOIL DATA FOR STATIC ANALYSIS
Ks • 0.25 COEF OF LATERAL STRESS
Es s 21000— STATIC ELASTICITY MODULUS, PSIin
Ts = 0.066- - ^ STATIC SOIL SPECIFIC WT, LBS/INA3in
H s 36 in DEPTH OF BURIED PIPE, IN
C: SEISMIC RESPONSE FOR GROUND MOTION(REF: SDC-4.1 REV-11)
ag=0.12 FREE FIELD HORIZONTAL ACCEL, FRACTION OF 'G'
Vm=48-ag•— MAX GROUND VELOCITY, IN/SECsec
Vm=5.76-—sec
COMPUTED EFFECTIVE LENGHTS:
1. SEISMIC EFFECTIVE LENGTH (Us):
Les =844.392-in
HNF-2475, Rev. 0Page A-20
STAB. VERSION-0 Filename: SB90 M8-S.mcdPAGE-4 PROGRAMMED BY: M.M. AHMED
STAB Subroutine T-3 for Tvpe 3 Bend Analysis E04
For Calculation of Seismic Effective Length: E Lp I 0 c(> = 1.57
from Table 3, Classification of Less: F09 * E 1 °
L p = (3 + (310)+4.08)ft Lp=444.96-in
Lts(4.08)-ft Lt=48'96-in
Les= 844.392-in
Since L (<) Les , this is a case of SP Leg, therefore:
SP: L : = L p
L = 444.96-in
L = 444.96-in
ANALYSIS RESULTS :
SEISMIC ( OCCASIONAL) STRESS (Socc) :
Socc=5.725-103 •— < ALLOWABLE Sail =2.261 -104 •—in2 ia2
CONCLUSION:
PIPE OCCASIONAL STRESSES SATISFY THE CODE B31.3-1990 REQUIREMENTS.
HNF-2475, Rev. 0Page A-21
STAB. VERSION-0 PROGRAMMED BY:PAGE 5 M.M.AHMED
STEP 2A: SEISMIC ANALYSIS OF BURIED PIPE AND COMPUTATIONOF INDEPENDENT VARIABLES.
1. SEISMIC SOIL STRAIN.( e m ) :
Vmems
2 ; C REF: 2 ON COVER SHEET
2. SUBGRADE REACTION MODULUS. (K = LBS/IN"3) :
I .< 0.0833
K - ^ U — — I Ed
" I D M E I I ,_poi2
3. SPRING CONSTANT. (S = LBS/IN"2) :
S = K-D
S=3.77-1044in
4. SYSTEM CHARACTERISTIC ( I = INM ) :
\4-E-l/
X =0.058 -in"1
5. SOIL FRICTION.
f = 24.479 •—
6. MAXIMUM SLIPPAGE LENGTH (Lm = I N ) :
ELmsem-A—
7. MAXIMUM AXIAL FORCE ( F = LBS ) :
FsfLm
F=3.93-104-lb
HNF-2475, Rev. 0Page A-22
STAB. VERSION-0 PROGRAMMED BY:
PAGE 6 M.M.AHMED
8. MINIMUM TRANSVERSE LEG LENGTH REQUIRED (I = IN) :
JC REF: 2 ON COVER SHEET
1 = 54.048-in
NOTE: SINCE ALL PIPE RUNS WILL GENERALLY BE LONGER THAN,"1", IT IS ASSUMED THAT TRANSVERSE LEG LENGTH CRITERIA HASBEEN SATISFIED AND ALL CONSTANTS Cl THRU C6 IN SUCCEEDINGFORMULAE ARE EQUAL TO 1.0 . THEREFORE THE FOLLWINGFORMULAS ARE MODIFIED USING THE VALUES OF CONSTANTS AS 1.0
9. INDEPENDENT VARIABLE ( a21) :
X3
Jv k-R-—+ 4'E l K-D
10. INDEPENDENT VARIABLE (a31) :
2-X
a31=3.243-105 •—
11. INDEPENDENT VARIABLE (a32) :
a32»X
a32= 0.058-in1
12. INDEPENDENT VARIABLE ( a ) :
aaa31 + a21a32
a=3.496-105 •—
13. SEISMIC EFFECTIVE LENGTH (Les = IN) :
A— • 1 + 2-sm- - 1
Les =844.392-in
HNF-2475, Rev. 0Page A-23
STAB. VERSION-0 PROGRAMMED BY:PAGE 7 M.M.AHMED
STEP 3B: SEISMIC ANALYSIS AND CALCULATION OF SHEAR FORCES,MOMENTS AND STRESSES IN PIPE BEND.
1. DEPENDENT VARIABLE (all) :
/ L2
all=smL- f\f
2-A-E
all =0.092-in
2. DEPENDENT VARIABLE (al2):
al2 = - iA-E
al2=-2.717-10~6 • -lb
3. DISPLACEMENT AT BEND (5 = inches):
a l lS = -
l - a l 2 a
8=0.047-in
4. SHEAR IN TRANSVERSE LEG (Qt = LBS) :
Qtsa-8
Qt = 1.649-104 -lb
5. MOMENT IN BEND ( M = IN-LBS ):
M=a21S
M = 2.052-104 -inlb
6. SHEAR IN LONGITUDINAL LEG ( Qp = LBS ) :
Qp=1.193-103-lb
HNF-2475, Rev. 0Page A-24
STAB. VERSION-0 PROGRAMMED BY:PAGE 8 M.M.AHMED
7. CODE B31.3 COMPLIANCE FOR SEISMIC + SUSTAINED STRESSES.Socc < Sail
Socc=—+ i — + — Sall= 1.33-Ej-Sh*t Zb A b
Sooo = 5.725-103 - ^ < Sall=2.26M04 • —
CONCLUSION: PIPE OCCASIONAL STRESSES SATISFY CODEB31.3 REQUIREMENTS.
HNF-2475, Rev. 0Page A-25
S T A B
SEISMIC AND THERMAL STRESS ANALYSIS OF BURIED PIPE
SOURCES: 1. ASME PAPER ON 'HAND CALCULATION OF SEISMICAND THERMAL STRESSES W BURIED PIPE' BY
G.C.K.YEH, ENGINEERING SPECIALIST, BECHTELPOWER CORP. PVP VOLUME-77, JUNE'83
2. ASME PAPER ON 'FLEXIBILITY ANALYSIS OF BURIEDPIPE' BY E.C.GOODLING, SUPERVISING ENGINEER,GILBERT ASSOCIATES. PVP VOLUME-82, JUNE-78
PROGRAM VERSION: 0
PROGRAM AUTHOR: M.M.AHMED.
PROGRAM VERIFIER: T.J.SCHALL.
JOB OR WORK ORDER NO: W 320 / ER 4319
FILE NAME: SB45M8-T.mcil
INPUT BY: D.L. STONE
CHECKED BY:
DATE: 8 / 22 / 95
DATE: ^/l
HMF-2475, Rev. 0Page A-26
STAB. VERSION-0PAGE NO: 2
Filename: SB45M8-T.mcdPROGRAMMED BY: M.M. AHMED
STEP1: " DESIGN DATA."ALL UNITS IN POUNDS, INCHES, RADIANS AND DEGREE F.
A. PIPE DATA. (REF: CRANE TECH PAPER NO. 410, 22nd PRINT-1985
PIPE MATERIAL: ASTM A53, TYPE E, GR B. SCH 40
PIPE SIZE: 6" SCH 40. BEND SIZE: 6" SCH 40, RADIUS= 36"
Ds 6.625-in
t = 0.280-in
I = 28.14-ii
Zb»8.496-in3
= 36.00in
E=29.34-106—in
a=6.13-10~6~(in-K)
<t>s2.356-rad
P.60-4in
T=100-K
lbSc.20000
in2
Sh.20000
EJ=0.85
F=1.00
t-R-4h=- h = 1.002
(D -1) '
1.65~~h~
0.9
k = 1.648
i =0.899
PIPE OUTSIDE DIAMETER, IN
PIPE WALL THICKNESS, IN
PIPE METAL AREA, IN"2
MOMENT OF INERTIA, EST4
SECTION MODULUS, D O
BEND METAL AREA, INA2
BEND SECTION MODULUS, DvT3
PIPE BEND RADIUS, IN (36" Radius, 45 degree Bend)
MODULUS OF ELASTICITY, PSI(REF:ASME CODE B31.3-1993 ADDENDA 1994)
THERMAL EXPANSION OF ELASTICITY, IN/DOT.(REF:ASME CODE B31.3-1993 ADDENDA 1994)
BEND ANGLE IN RADIANS
DESIGN PRESSURE, PSI(REF: CONSTRUCTION SPEC W-320, PIPING CODE M-24)
DESIGN TEMPERATURE, DEG F(REF: CONSTRUCTION SPEC W-320, PIPING CODE M-24)
COLD ALLOWABLE STRESS, PSI(REF:ASME CODE B31.3-1993 ADDENDA 1994)
HOT ALLOWABLE STRESS, PSI(REF:ASME CODE B31.3-1993 ADDENDA 1994)
WELD JOINT QUALITY FACTOR(RERASME CODE B31.3-1993 ADDENDA 1994)
CYCLIC FACTOR FOR 7000 C/S
FLEXIBILITY CHARACTER(REF:ASME CODE B31.3-1990 APPDX-D)
FLEXIBILITY FACTOR
SIF FACTOR
IF CALCULATED 'i' IS LESS THAN 1.0, USE i=1.0i=1.00HNF-2475, Rev. 0Page A-27
C=12000-
POI = 0.3
Kd = 0.32
Ed = 62000-
rd = 0.066-
sec
lb
lb. 3
STAB. VERSION-0 Filename: SB45M8-T.mcdPAGE-3 PROGRAMMED BY: M.M.AHMED
B: SOIL CHARACTERISTICS(REF: SHANNON & WILSON, INC GEOTECH INVESTIGATION REPORT.)
Bl: SOIL DATA FOR SEISMIC ANALYSIS
SOIL SURFACE WAVE VELOCITY, IN/SEC
POISSON RATIO
COEF OF LATERAL STRESS
COEF OF SOIL FRICTION
DYNAMIC ELASTICITY MODULUS, PSI
DYNAMIC SOIL SPECIFIC WT,LBS/BST3
B2: SOIL DATA FOR STATIC ANALYSIS
COEF OF LATERAL STRESS
STATIC ELASTICITY MODULUS, PSI
STATIC SOIL SPECIFIC WT, LBS/ENT3
H=36-in DEPTH OF BURIED PIPE, IN .
C: SEISMIC RESPONSE FOR GROUND MOTION(REF: SDC-4.1 REV-11)
ag. 0.12 FREE FIELD HORIZONTAL ACCEL, FRACTION OF 'G'
Vm=48- ag- — MAX GROUND VELOCITY, IN/SECsec
Vm=5.76-—sec
COMPUTED THERMAL EFFECTIVE LENGTH
Ks
Es
Fs
= 0.25
= 21000'
• 0.066-
lb. 2i nlb~3
HNF-2475, Rev. 0Page A-28
STAB. VERSION-0PAGE-4
Filename: SB4SM8-T.mcdPROGRAMMED BY: M.M.AHMED
STAB Subroutine T-2 for Tvpe 2 Bend Analysis
For Calculation of Thermal Effective Length:
from Table 3, Classification of Less:
L =444.96-in
2Let=3.092-103 -in
E01Tlitl
E04 ,
Lt2(6.5 + 10 + 8.O7)-ft
L t =294.84 -in
Lp
* =2.356
E09
Lt
E10
Since L p (<) 2-Let
this is a case of SP Leg, therefore:
SP: LI := —2
LI =222.48-in
Since Lt (<) 2-Let
this is a case of SP Leg, therefore:
SP: L2 := —2
L2= 147.42-in
Ll=222.48-in L2=147.42-in
ANALYSIS RESULTS:
Set = 5.797-103 - -^ < ALLOWABLE Sa=4.965-104 - ^
CONCLUSION:
PIPE DISPLACEMENT STRESSES SATISFY THE CODE B31.3-90REQUIREMENTS.
HNF-2475, Rev. 0Page A-29
STAB. VERSION-0 PROGRAMMED BY: M.M. AHMEDPAGE NO: 5
STEP 2B: THERMAL ANALYSIS OF BURIED PIPE AND COMPUTATION OFINDEPENDENT VARIABLES.
l.THERMAL STRAIN (st = IN/IN)
e t s a (T-40K)
8t=3.678-10"4 •—in
2. SUBGRADE REACTION MODULUS ( Kt = LBS/EST3 ) :
0.0833
3. SPRING CONSTANT ( St = LBS/IN"2 ) :
St=KtD
St = 1.167
4. SYSTEM CHARACTERISTIC ( Xt = EMM ) :
Xt= 0.043 -in"1
5. SOIL STATIC FRICTION (ft = LBS/IN):
ft =23.181--
6. MAXIMUM SLIPPAGE LENGTH ( Lt = IN) :
7. MAXIMUM AXIAL FORCE (Ft = LBS):
Ft.ftLt
HNF-2475, Rev. 0Page A-30
STAB. VERSION-0 PROGRAMMED BY: M.M. AHMEDPAGE NO: 6
8. MINIMUM LENGTH OF TRANSVERSE LEG (It = IN)
It s — REF: 2 ON COVER SHEETXt
It =72.463-in
ASSUMED THE LENGTH OF ALL TRANSVERSE LEGS WILLGENERALLYBE MORE THAN "It" . AS SUCH ALL CONSTANTS Cl THRU C6 INFOLLOWING EQUATIONS ARE CONSIDERED AS 1.0 AND FORMULAEARE MODIFIED ACCORDINGLY.
9. INDEPENDENT VARIABLE (A21) :
3k-R-* 4-Xt
HA21 s M- H
\ E-I Kt-D
10. INDEPENDENT VARIABLE (A31) :
KtDA31=
2-X.t
A31 =1.346-105 •—in
11. INDEPENDENT VARIABLE (A32 ) :
A32=Xt
A32= 0.043-in'1
12. INDEPENDENT VARIABLE ( At) :
At6A31 +A21-A32
At = 1.441-105 •—in
13. THERMAL EFFECTIVE LENGTH ( Let) :
r A-Ef/, 2stAt\ ,Lets h+ -1
At I ft /
HNF-2475, Rev. 0PageA-31
STAB. VERSION-0 PROGRAMMED BY: M.M. AHMEDPAGE NO: 7
THERMAL ANALYSIS OF PIPE BEND AND COMPUTATION OF SHEAR FORCES,MOMENTS AND STRESSES IN PIPE BEND. DDE TO THERMAL STRAIN IN LONGPIPE LEG.
l.DEPENDENT VARAIBLE (All) :
All=st-Ll - ft-—\ 2-A-E
All =0.078-in
2. DEPENDENT VARIABLE (A12) :
A-E
A12=-1.359-10"6 •—lb
3. DISPLACEMENT AT BEND (6t=in) :
st_ All1 - A12-A1
St= 0.066-in
4. SHEAR IN TRANSVERSE LEG (Vt=lbs) :
VUAt-St
S. MOMENT IN BEND (Mt=in.lbs)
MUA21-5t
6. SHEAR IN LONGITUDINAL LEG (Vp=in.lbs)
Vp«X,t-Mt
Vp=624.376-lb
7. DISPLACEMENT STRESS AT BEND ( Se = Psi)
; M i v NOTE: THIS DISPLACEMENTSesi- — + STRESS AT BEND IS DUE TO
\ Z b / A b STRAIN IN ONE PIPE LEG.l b COMPUTE STRESSS DUE TO
Se=3.386-103 OTHER LEG AND ADD THESE HNF-2475, Rev. 0in2 TOGETHER. Page A-32
STAB. VERSION-0 PROGRAMMED BY: M.M.AHMEDPAGE NO: 8
B. DUE TO THERMAL STRAIN IN SHORT PIPE LEG:
1. DEPENDENT VARIABLE (BH) :
Bll=et-L2- ft—!\ 2-A-E,
Bll =0.053 -in
2. DEPENDENT VARIABLE (B12):
6 1 2 ^A-E
B12= -9.003 -10"? •—lb
3. DISPLACEMENT AT BEND (81=inches)
811 - B12At
81 =0.047-in
4. SIIEAR FORCE IN TRANSVERSE LEG (VI=Lbs):
VlsAt-Sl
5. MOMENT IN BEND (Ml=in.Ibs) :
M1=A21S1
Ml =1.025-11
6. SHEAR IN LONGITUDINAL LEG (V2=lbs) :
V2=Xt-Ml
V2 = 444.523 -lb
7. DISPLACEMENT STRESS AT BEND (Sel= Psi) :
/Ml\ VI\
Sel =2.411-103 - i
HNF-2475, Rev. 0Page A-33
STAB. VERSION-0 PROGRAMMED BY: M.M.AHMEDPAGE NO: 9
8. CODE B31.3 COMPLIANCE FOR DISPLACEMENT STRESS.
P DSet=Se + Sel SL =
4-t
SL =354.911 - -^in
Sa = F-(1.25(So + Sh) - SL)
Sa=4.965-104 •—
CONCLUSION: PIPE DISPLACEMENT STRESSES SATISFYCODE B31.3-90 REQUIREMENTS.
HNF-2475, Rev. 0Page A-34
APPENDIX C
HNF-2475, Rev. 0Page A-35
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-N7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE 4
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y Z PIPE ID DESCRIPTION
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y Z PIPE ID DESCRIPTION
**• SEGMENT AA00 Run 0 0BOO Tee 0 -0.31A01 Bend 0 -0.75
0 PIPE 100
DOOA03
TeeRun
BOOBO1
SEGMENT BTee 0Bend -0.27
0.380.69
-0.310
0 PIPE 1-0.27
COOB02BO3B04B05
TeeReduRunRunBend
00000
-0.38-0.21-0.33-0.17-2.38
000 PIPE 200
B06B07B08B09B10
RunRunRunRunBend
00000
00000
3.8610.0010.0010.003.00
B11 Run 2.43B12 Run 7.07B13 Bend 2.07
0 2.430 7.070 2.07
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
Elbow, Radius = 36.00 inchBend angle change = 45.00 diMid point at 50.00 percentSIF - In 1.00, Out = 1.00Flex = 1.000
Elbow, Radius = 36.00 inch
E00B14
TeeRun
5.051.82
*** SEGMENT CCOO Tee -0.27C01 Dend -0.27
•** SEGMENT DDOO Tee 0.24D01 Bend 0
*** SEGMENT EE00 Tee 16.35E01 Bend -3.35
E02 Run -4.60E03 Run -7.07E04 Bend -5.71
0 00 -1.82
-0.69 -0.27 PIPE 10 0.27
-0.690
-3.780
0.24 PIPE 1-0.33
48.17 PIPE 23.35
0 -4.600 -7.070 -5.71
Bend angle change = 45.00 degMid point at 50.00 percentSIF - In 1.00, Out = 1.00Flex = 1.000
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, out = 1.89Flex = 6.606
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 degHid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
Long Elbow, Radius = 4.50 inchBend angle change = 45.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
M7-R0.OUT 8-22-95 2:27p Page 2 of 27
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
DRAWING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE
H7-R008/22/95
PROJECT U-320DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y Z PIPE ID DESCRIPTION
C O M P O N E N T D A T A L I S T I N G
POINT ---COORDINATECftNAME X Y
> —Z
DATATYPE DESCRIPTION
E05E06E07E08E09
RunRunRunRunBend
00000
00000
-3.00-10.00-10.00-10.00-4.08 Long Elbow, Radius = 4.50 inch
Bend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
Total weight of empty pipes : 1079 Ib
*** SEGMENT AA00 0.00
BOO
A01 NA01A01 MA01 FA02 NA02A02 MA02 FD00
A03
0.000.000.030.120.120.240.200.240.24
-0.89-1.06-1.01-1.06-1.06-1.06-1.01-0.89-0.69
I ANCHOR RigidThermal movements : None
I TEE B16.9 welding teeSIF - In = 1.19, Out = 1.25
***BOO
B01B01B01B01COO
B02B03B04B05B05B05B05B06
SEGMENT B
N
HF
N
MF
0.00
-0.15-0.27-0.23-0.27-0.27
-0.27-0.27-0.27-0.27-0.27-0.27-0.27-0.27
-0.31
-0.31-0.31-0.36-0.48-0.69
-0.89-1.23-1.39-3.40-3.78-3.67-3.78-3.78
0.00
-0.15-0.27-0.23-0.27-0.27
-0.27-0.27-0.27-0.27-0.27-0.160.113.59
TEE
TI
TEE
TI
GUIDE
-0.27 -3.78 13.60 GUIDE
-0.27 -3.78 23.60 GUIDE
TI
TEE B16.9 welding teeSIF - In = 1.19, Out = 1.25
ANCHOR RigidThermal movements : None
B16.9 welding teeSIF - In = 1.19, Out = 1.25
B16.9 welding teeSIF - In = 1.19, Out = 1.25
ID : B06 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set WeightlessID : B07 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set WeightlessID : B08 1, Connected to GroundStiffness- RIGIDGap-down = 0.00, Above = 0.06 inch
H7-R0.OUT 8-22-95 2:27p Page 3 of 27
M7-R0 PROJECT W-32008/22/95 DRAB
POINTNAME
B09
B10 NBIOB10 MB10 FB11
B12
B13 NB13B13 HB13 FEOO
B14
PIPING
C 0 M P
---COORDINATECftX
-0.27
-0.27-0.27-0.040.612.16
9.23
10.4311.3011.4012.5516.35
18.17
*** SEGMENT CCOO
C01 NC01C01 HC01 FC02 NC02C02 HC02 FC03
-0.27
-0.41-0.53-0.50-0.53-0.53-0.53-0.51-0.45-0.44
*** SEGMENT D
Y
-3.78
-3.78-3.78-3.78-3.78-3.78
-3.78
-3.78-3.78-3.78-3.78-3.78
-3.78
-0.69
-0.69-0.69-0.64-0.52-0.52-0.35-0.40-0.35-0.35
DRAWING ES-320-M7 ICF KAISER HANFORD COREVISION 0
0 N E N T
)--- DATAZ TYPE
33.60 GUIDE
35.3536.60 TI36.5037.4739.03 GUIDE
46.10 GUIDE
47.2948.17 TI47.9448.1748.17 TEE
46.35 ANCHOR
-0.27 TEE
-0.120.00 TI-0.030.000.000.00 TI0.040.140.16 ANCHOR
AutoPIPE+4.60 MODEL PAGE 7
D A T A L I S T I N G
DESCRIPTION
Gap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set WeightlessID : B09 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set Weightless
ID : B11 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set WeightlessID : B12 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set Weightless
B16.9 welding teeSIF - In = 1.22, Out = 1.30RigidThermal movements : None
B16.9 welding teeSIF - In = 1.19, Out = 1.25
RigidThermal movements : None
M7-R0 PROJECT W-32008/22/95 DRAIt
POINTNAME
D00
D01 ND01D01 MD01 FD02
PIPING
C O M
---COORDINATECftX
0.24
0.240.240.240.240.24
*•* SEGMENT EEOO
E01 NE01E01 ME01 FE02
E03
E04 NE04E04 HE04 FE05
E06
E07
16.35
13.2713.0113.0112.748.41
1.34
-4.27-4.37-4.35-4.37-4.37
-4.37
-4.37
Y
-0.69
-0.69-0.69-0.64-0.520.00
-3.78
-3.78-3.78-3.78-3.78-3.78
-3.78
-3.78-3.78-3.78-3.78-3.78
-3.78
-3.78
DRAWING ES-320-M7 ICF KAISEfREVISION 0
P O N E N T
)--- DATAZ TYPE
0.24 TEE
0.07-0.10 TI-0.05-0.10-0.10 ANCHOR
48.17 TEE
51.2551.52 TI51.3651.2546.92 GUIDE
39.85 GUIDE
34.2434.14 TI34.1233.9831.14 GUIDE
21.14 GUIDE
11.14 GUIDE
AutoPIPE+4
D A T A L I S T I N C
DESCRIPTION
B16.9 welding teeSIF - In = 1.19, Out =
Rigid
HANFORD CO.60 MODEL PAGE 8
1.25
Thermal movements : None
B16.9 welding teeSIF - In = 1.22, Out =
ID : E02 1, ConnectedStiffness = RIGIDGap-down = 0.00, AboveGap-left = 0.06, RightFriction = 0.15Gaps set WeightlessID : E03 1, ConnectedStiffness = RIGIDGap-down = 0.00, AboveGap-left = 0.06, RightFriction = 0.15Gaps set Weightless
ID : E05 1, ConnectedStiffness = RIGIDGap-down = 0.00, AboveGap-left = 0.06, RightFriction = 0.15Gaps set WeightlessID : E06 1, ConnectedStiffness = RIGIDGap-down = 0.00, AboveGap-left = 0.06, RightFriction = 0.15Gaps set WeightlessID : E07 1, ConnectedStiffness = RIGIDGap-down = 0.00, AboveGap-left = 0.06, RightFriction = 0.15
1.30
to Ground
= 0.06 inch= 0.06 inch
to Ground
= 0.06 inch= 0.06 inch
to Ground
= 0.06 inch= 0.06 inch
to Ground
= 0.06 inch= 0.06 inch
to Ground
= 0.06 inch= 0.06 inch
M7-R0.OOT 8-22-95 2:27p Page 4 o f 27
M7-R0 PROJECT W-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER KANFORD COAutoPIPE+4.60 MODEL PAGE
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
DRAWING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE 10
C O M P O N E N T D A T A L I S T I N G
POINT ---COORDINATE(ft )--- DATANAME X Y Z TYPE DESCRIPTION
P I P E D A T A L I S T I N G
Pipe ID/ Norn/ O.D. ThicknessCinch) Spec Weight<lb/ft )Material Sch inch W.Th. Corr Mill Insu Ling Grav Pipe Other Total
-4.37 -3.78
E09E09E09E09E10
N
MF
-4.37-4.37-4.37-4.37-4.37
-3.78-3.78-3.67-3.400.30
-2.57-2 94-2.84-2.94-2.94
TI
ANCHOR RigidThermal movements
Gaps set WeightlessID : E08 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set Weightless
PIPE 1 2.000 2.375 0.154 0.06 0.02 0A312-TP304L STD
PIPE 2 3.000 3.500 0.216 0.06 0.03 0A312-TP304L STD
0 1.25 3.74 0 5.56
0 1.25 7.75 0 11.76
Number of points in the system : 77
> £
H7-R0.OUT 8-22-95 2:27p Page 5 of 27
H7-R0 PROJECT W-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE 11
M7-R0 PROJECT W-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 MODEL PAGE 12
M A T E R I A L D A T A L I S T I N G
Material Density Pois. Temper. Modulus Expans. Allow.Name Pipe ID Ib/cu.ft Ratio deg F E6 psi in/100ft psi
A312-TP304L PIPE 1
A312-TP304L PIPE 2
501.0 0.30 40.0 28.42 16700.0100.0 0.6457 16700.0
501.0 0.30 40.0 28.42 16700.0100.0 0.6457 16700.0
TEMPERATURE AND PRESSURE DATAC A S E 1 C A S E 2 C A S E 3
POINT PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN.NAME psi deg F in/100ft psi deg F in/100ft psi deg F in/100ft
***A00A03
***BOO814
***COOC03
D00D02
***EOOE10
SEGMENT A60.0060.00
SEGMENT 860.0060.00
SEGMENT C60.0060.00
SEGMENT 060.0060.00
SEGMENT E60.0060.00
100100
100100
100100
100100
100100
0.6460.646
0.6460.646
0.6460.646
0.6460.646
0.6460.646
H7-R0.OUT 8-22-95 2:27p Page 6 of 27
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 1
M7-R0 PROJECT W-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 2
A N A L Y S I S S U M M A R Y
Current model revision number : 19
Static - Date and Time of analysis Aug 22, 1995 2:26 PMModel Revision Number 19Number of load cases 3Load cases analyzed GR T1 P1Gaps/Friction/Yielding considered NoHanger design run NoCut short included NoWeight of contents included YesPressure stiffening case 0Water elevation for buoyancy loads .... Not considered
Modal - Date and Time of analysis Aug 22, 1995 2:26 PMModel Revision Number 19Number of modes 7Cutoff frequency (Hz) 33.0Weight of contents included YesPressure stiffening case 0Water elevation for buoyancy loads .... Not considered
Response - Date and Time of analysis Aug 22, 1995 2:26 PMModel Revision Number 19Number of load cases 3Load cases analyzed R1 R2 R3Date and time of modal analysis Aug 22, 1995 2:26 PMNumber'of modes 7Cutoff frequency (Hz) 33.0Model revision of modal analysis 19Weight of contents included YesPressure stiffening case 0Water elevation for buoyancy loads Not considered
CODE COMPLIANCE COMBINATIONS
Combination Category Method Load Factor Allowable Remarks
GR + Max P Sustain1 Sum
Cold to T1 Expansion Sum
Max P Hoop
SRSS Occasion SRSS
Gravi ty 1.00 Automat i c Default
Max Long 1.00
Thermal 1 1.00 Automatic Default
Max Hoop 1.00 Automatic Default
Response 1 1.00 Automatic User
Response 2 1.00Response 3 1.00
OTHER USER COMBINATIONS
Combination Method Load Factor Remarks
GR
T1
P1
SUM
Sum
Sum
Sum
Sum
Gravity
ThermaI 1
Press 1
GravityThermal 1Press 1
1.00
1.00
1.00
1.001.001.00
Default
Default
Default
User
Abs sum Response 1 1.00 UserResponse 2 1.00Response 3 1.00
Abs sum SUMRESP
1.001.00
CODE COMPLIANCE
Y - Factor 0.40Weld efficiency factor 1.00Range reduction factor 1.00Design Pressure Factor 1.00Minimum stress ratio used in reports... 0.00Include corrosion in stress catcs YInclude torsion in code stress NInclude axial force in code stress .... NLongitudinal pressure calculation PD/4tInclude rigorous pressure Y
H7-R0.OUT 8-22-95 2:27p Page 7 of 27
M7-R0 PROJECT U-3E0 DRYING ES-320-M708/22/95 DRAIN PIPING REVISION 0
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M7-R0 PROJECT U-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE
> to4
RESPONSE SPECTRUM LOAD CASES :
Number of load cases analysed : 3
Load case 1 - R1
Missing mass : NoZPA : No
Combination method : SRSS
Load case 2
Missing mass : NoZPA : No
Combination method : SRSS
Y- Spectrum : SC2&3Multiplier : 1.00
X- Spectrum :Multiplier :
SC2S3
FreqeHz) Grav(
0.1000.4001.640
20.000
SC2&51 00
)
0.010.060.250.16
Freq(Hz)
0.1600.6008.00033.000
Grave >
0.020.090.250.12
FreqeBz)
0.2501.10012.000100.000
Grave )
0.040.170.200.12
FreqeHz)
0.1000.4001.640
20.000
Grave )
0.010.060.250.16
FreqeHz)
0.1600.6008.00033.000
Grave )
0.020.090.250.12
FreqeKz)
0.2501.10012.000100.000
Grave )
0.040.170.200.12
H7-R0.OUT 8-22-95 2:27p Page 8 of 27
M7-R0 PROJECT U-320 ORAUING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HAN FORD COAutoPIPE+4.60 RESULT PAGE
H7-R0 PROJECT U-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER KANFORD COAutoPIPE+4.60 RESULT PAGE 6
Hissing mass.: No2PA : No
Combination method : SRSS
Z- Spectrum : SC2S3Multiplier : 1.00
SC2S3
Freq(Hz) Gravt ) Freq(Hz) GravC ) Freq(Hz) Grav(
0.1000.4001.640
20.000
0.010.060.250.16
0.1600.6008.00033.000
0.020.090.250.12
0.2501.10012.000100.000
0.040.170.200.12
F R E Q U E N C I E S
Mode Frequency Frequency PeriodNumber (Rads/sec) (Hertz) (Sec)
Participation factorsX Y Z
1
2
3
4
5
6
7
50.1612
72.4863
73.6238
109.0702
119.4096
172.3600
183.5339
7.9834
11.5365
11.7176
17.3591
19.0046
27.4319
29.2103
0.125
0.087
0.085
0.058
0.053
0.036
0.034
-0.466
0.013
0.230
-0.616
0.014
0.319
0.355
-0.002
-0.611
0.019
0.003
-0.306
-0.042
0.022
-1.635
0.026
0.689
0.355
0.004
-0.082
0.001
M7-R0.OUT 8-22-95 2:27p Page 9 of 27
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
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H7-R0 PROJECT W-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE
D I S P L A C E M E N T S
Point Loadname combination
TRANSLATIONS (in )X Y 2
ROTATIONS (deg )X Y Z
***
AOO
BOO
A01
A01
A01
A02
Segment A
N
M
F
II
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1 'SUMRESPTOTAL
begin •
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0020.0000.0020.0000.002
0.0000.0020.0000.0020.0000.002
0.0000.0020.0000.0020.0000.002
0.0000.0020.0000.0020.0000.002
0.0000.0000.0000.0000.0000.000
0.000-0.0020.000
-0.0020.0000.002
0.000-0.0060.000
-0.0060.0000.006
0.000-0.0060.000
-0.0060.0000.006
0.000-0.007o.ooo
-0.0070.0000.007
0.000-0.0070.000
-0.0070.0000.007
0.0000.0000.0000.0000.0000.000
0.000-0.0010.000
-0.0010.0000.001
0.000-0.0030.000
-0.0030.0000.003
0.000-0.0020.000
-0.0020.0000.003
0.000-0.0020.000
-0.0020.0000.002
0.000-0.0020.000
-0.0020.0000.002
0.0000.0000.0000.0000.0000.000
0.0000.0360.0000.0360.0030.039
0.0000.0070.0000.0070.0000.007
0.000-0.0010.000
-0.0010.0000.001
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0150.0000.0160.0030.018
0.0000.0020.0000.0020.0010.004
0.000-0.0010.000
-0.0010.0010.002
0.000-0.0060.000
-0.0060.0000.006
0.000-0.0060.000
-0.0060.0000.006
0.0000.0000.0000.0000.0000.000
0.000-0.0210.000
-0.0210.0020.023
0.000-0.0110.000
-0.0110.0010.012
0.000-0.0050.000
-0.0050.0000.005
0.000-0.0060.000
-0.0050.0010.006
0.000-0.0060.000
-0.0050.0010.006
D I S P L A C E M E N T S
Pointname
A02 M
A02 F
DOO
A03
Loadcombination
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
TRANSLATIONS ( i n )X
0.000-0.0010.000
-0.0010.0000.001
0.000-0.0010.000
-0.0010.0000.001
0.000-0.0010.000
-0.0010.0000.001
0.0000.0000.0000.0000.0000.000
Y
0.000-0.0070.000
-0.0070.0000.007
0.000-0.0060.000
-0.0060.0000.006
0.000-0.0050.000
-0.0050.0000.005
0.0000.0000.0000.0000.0000.000
z0.000
-0.0010.000
-0.001o.ooo0.001
0.0000.0000.0000.0000.0000.001
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
ROTATIONS (degX
0.0000.0060.0000.0060.0010.007
0.0000.0070.0000.0070.0010.008
•o .ooo0.0030.0000.0030.0010.004
0.0000.0000.0000.0000.0000.000
Y
0.000-0.0080.000
-0.0080.0000.009
0.000-0.0080.000
-0.0080.0000.008
0.000-0.0060.000
-0.0050.0000.006
0.0000.0000.0000.0000.0000.000
Jz
0.000-0.0070.000
-0.0070.0010.008
0.000-0.0070.000
-0.0070.0010.008
0.000-0.0060.000
-0.0060.0010.007
0.0000.0000.0000.0000.0000.000
*** Segment A end '
*** Segment B begin 1
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
0.0000.0000.0000.0000.0000.000
0.000-0.0020.000
-0.0020.0000.002
0.000-0 .0020.000
-0 .0020.0000.002
0.0000.0010.0000.0010.0000.002
0.000-0.0010.000
-0.0010.0000.001
0.000-0.0010.000
-0.0010.0000.001
0.0000.0360.0000.0360.0030.039
-0.0010.0800.0000.0800.0080.088
0.0000.0150.0000.0160.0030.018
0.0000.0280.0000.0280.0040.032
0.000-0.0210.000
-0.0210.0020.023
0.001-0.0330.000
-0.0320.0030.036
H7-R0.OUT 8-22-95 2:27p Page. 10 of 27
H7-R0 PROJECT W-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORO COAutoPIPE+4.60 RESULT PAGE
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 10
D I S P L A C E M E N T S
Pointname
B01 H
B01 F
COO
B02
B03
B04
Loadcombination
GRTlP1SUMRESPTOTAL
GRTlPISUMRESPTOTAL
GRTlP1SUMRESPTOTAL
GRTlPISUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRTlP1SUMRESPTOTAL
TRANSLATIONS (in )X
0.000-0.0040.000-0.0040.0000.004
0.000-0.0070.000-0.0070.0010.008
0.000-0.0110.000-0.0110.0010.012
0.000-0.0150.000-0.0150.0020.017
0.000-0.0210.000-0.0210.0020.024
0.000-0.0240.000-0.0240.0030.027
Y
0.0000.0040.0000.0040.0010.005
0.0000.0060.0000.0060.0010.007
0.0000.0040.0000.0040.0010.005
0.0000.0030.0000.003.0.0010.004
0.0000.0010.0000.0010.0010.002
0.0000.0000.0000.0000.0010.001
z0.000-0.0020.000-0.0020.0000.002
0.000-0.0060.000-0.0060.0000.007
0.000-0.0160.000-0.0160.0020.018
0.000-0.0290.000-0.0290.0030.032
0.000-0.0500.000-0.0500.0050.056
0.000-0.0610.000-0.0620.0070.068
ROTATIONS (deg
X
-0.0010.149
. 0.0010.1490.0160.165
-0.0010.2210.0010.2210.0250.246
-0.0010.2440.0010.2450.0280.273
-0.0010.2930.0010.2940.0340.328
-0.0010.3190.0020.3200.0370.356
-0.0010.3230.0020.3240.0370.361
Y
0.0000.0590.0000.0590.0070.067
0.0000.0630.0000.0630.0070.070
0.0000.0820.0000.0820.0090.091
0.0000.0820.0000.0820.0090.091
0.0000.0820.0000.0820.0090.092
0.0000.0820.0000.0820.0090.092
)z0.001-0.0880.000-0.0870.0100.097
0.000-0.0980.000-0.0990.0120.111
0.000-0.1010.000-0.1010.0120.113
0.000-0.0880.000-0.0880.0110.099
0.000-0.0790.000-0.0800.0110.091
0.000-0.0770.000-0.0780.0110.089
D I S P L A C E M E N T S
Pointname
B05 N
B05 M
B05 F
B06
B07
B08
Loadcombination
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
ORTlP1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
TRANSLATIONS (X
0.000-0.0530.000-0.0530.0070.060
0.000•0.0540.000-0.0540.0070.062
0.000-0.0510.000-0.0510.0070.058
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
Y
0.000-0.0130.000-0.0130.0010.014
0.000-0.0190.000-0.0190.0000.020
0.000-0.0260.000-0.0260.0000.026
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
in )z0.000-0.194-0.001-0.1950.0220.217
0.000-0.206-0.001-0.2060.0240.230
0.000-0.207-0.001-0.2070.0240.231
0.000-0.185-0.001-0.1850.0240.209
0.000-0.121-0.001-0.1210.0240.145
0.000-0.0570.000-0.0570.0240.081
ROTATIONS (deiX
-0.0010.2710.0010.2710.0320.303
-0.0010.1630.0010.1620.0210.183
-0.0020.0500.0000.0480.0090.057
0.006-0.0580.000-0.0520.0040.056
-0.0020.0150.0000.0130.0010.014
0.002-0.0030.000-0.0010.0010.002
Y
0.0000.0820.0000.0820.0100.092
0.0000.0820.0000.0820.0100.093
0.0000.0810.0000.0820.0110.092
0.0000.0500.0000.0500.0070.057
0.000-0.0170.000-0.0170.0020.019
0.0000.0170.0000.0170.0020.019
J )Z
0.000-0.0640.000-0.0640.0100.074
0.000-0.0610.000-0.0610.0100.071
0.000-0.0610.000-0.0610.0100.070
0.001-0.0560.000-0.0550.0090.065
0.002-0.0420.000-0.0400.0080.048
0.003-0.0280.000-0.0250.0080.032
! H7-R0.0OT 8-22-95 2:27p Page 11 of 27
M7-R008/22/95
Pointname
B09
B10 N
B10 M
B10 F
B11
B12
SBNF-2475, R
ev.lee A
-46
PROJECT U-320 DRAWING ES-320-H7DRAIN PIPING REVISION 0
Loadcombination
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1PISUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
D I S P L A C E M E N
TRANSLATIONS (in )X
0.0000.0000.0000.0000.0000.000
0.000-0.0200.000-0.0210.0040.024
0.000-0.0250.000-0.0250.0070.032
0.000-0.0170.000•0.0170.0100.027
0.0000.0160.0000.0160.0150.031
0.0000.0610.0000.0610.0150.076
Y
0.0000.0000.0000.0000.0000.000
0.0010.0010.0000.0010.0010.002
0.0000.0010.0000.0020.0010.003
0.0000.0010.0000.0010.0010.002
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
z0.0000.0060.0000.0070.0240.031
0.0000.0170.0000.0180.0240.042
0.0000.0260.0000.0260.0230.049
0.0000.0280.0000.0290.0210.050
0.0000.0160.0000.0160.0150.031
0.0000.0610.0000.0610.0150.076
ICF KAISER HANFORD COAutoPIPE+4.60
T S
RESULT PAGE 11
ROTATIONS (deg )X
-0.006-0.0010.000-0.0080.0020.010
0.001-0.0030.000-0.0020.0030.005
0.003-0.0040.000-0.0010.0030.004
0.004-0.0050.0000.0000.0030.004
0.009-0.0050.0000.0050.0030.008
0.024-0.0030.0000.0210.0100.031
Y
0.000-0.0520.000-0.0520.0080.059
0.000-0.0450.000-0.0450.0120.056
0.000-0.0020.000-0.0020.0150.017
0.0000.0450.0000.0460.0180.063
0.0000.0790.0000.0800.0160.096
0.000-0.143-0.001-0.1440.0180.162
Z
0.005-0.0140.000-0.0090.0070.016
0.005-0.0110.000-0.0070.0070.013
0.005-0.0100.000-0.0050.0060.011
0.006-0.0080.000-0.0030.0060.009
0.004-0.0070.000-0.0030.0070.010
0.004-0.0020.0000.0020.0020.004
M7-R0 PROJECT W-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
Pointname
B13 N
B13 M
B13 F
E00
B14
Loadcombination
GRT1P1SUMRESPTOTAL
GRT1PISUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
*** Segment B end
*** Segment C begin
COO GRT1P1SUMRESPTOTAL
0 I S P L A C E M E N
TRANSLATIONS (in )X
0.0000.0280.0000.0290.0110.039
0.0000.0160.0000.0170.0090.025
0.0000.0200.0000.0210.0090.029
0.0000.0440.0000.0450.0080.053
0.0000.0000.0000.0000.0000.000
***
***
0.000-0.0110.000-0.0110.0010.012
Y
-0.0090.0000.000-0.0080.0030.011
-0.0160.0000.000-0.0150.0050.020
-0.0200.0000.000-0.0190.0050.025
-0.0150.0000.000-0.0150.0040.019
0.0000.0000.0000.0000.0000.000
0.0000.0040.0000.0040.0010.005
z0.0000.1080.0000.1090.0200.129
0.0000.1380.0010.1390.0230.162
0.0000.1530.0010.1540.0230.177
0.0000.0680.0000.0680.0080.076
0.0000.0000.0000.0000.0000.000
0.000-0.0160.000-0.0160.0020.018
ICF KAISER HANFORD COAutoPIPE+4.60
T S
RESULT PAGE 12
ROTATIONS (deg )X
0.038-0.0030.0000.0350.0120.048
0.042-0.0020.0000.0400.0130.053
0.044-0.0020.0000.0420.0130.056
0.0490.0000.0000.0490.0150.064
0.0000.0000.0000.0000.0000.000
-0.0010.2440.0010.2450.0280.273
Y
0.000-0.153-0.001-0.1540.0170.171
0.000-0.0960.000-0.0960.0090.105
0.000-0.0130.000-0.0130.0050.017
0.0000.2090.0010.2110.0330.244
0.000O.0000.0000.0000.0000.000
0.0000.0820.0000.0820.0090.091
Z
-0.007-0.0010.000-0.0080.0000.009
-0.009-0.0010.000-0.0090.0010.010
-0.005-0.0010.000-0.0060.0000.006
0.0170.0000.0000.0170.0040.021
0.0000.0000.0000.0000.0000.000
0.000-0.1010.000-0.1010.0120.113
M7-R0.OUT 8-22-95 2:27p Page 12 of 27
M7-R0 PROJECT U-320 DRAUING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 13
M7-R0 PROJECT U-320 DRAUING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 14
D I S P L A C E M E N T S
Pointname
C01 N
C01 M
C01 F
C02 N
C02 M
C02 F
Loadcombination
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1PISUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
TRANSLATIONS ( i n )X
0.000-0 .0090.000
-0 .0090.0010.010
0.000-0.0070.000
-0.0070.0010.007
0.000-0.0040.000
-0.0040.0000.004
0.000-0.0040.000
-0.0040.0000.004
0.000-0.0010.000
-0.0010.0000.001
0.0000.0000.0000.0000.0000.000
Y
0.0000.0010.0000.0010.0000.001
0.0000.0000.0000.0000.0000.000
0.0000.0010.0000.0010.0000.001
0.0000.0010.0000.0010.0000.001
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
z0.000
-0.0130.000
-0.0130.0010.014
0.000-0.0080.000
-0.0080.0010.009
0.000--0.0040.000
-0.0040.0000.004
0.000-0.0040.000
-0.0040.0000.004
0.000-0.0010.000
-0.0010.0000.001
0.0000.0000.0000.0000.0000.000
ROTATIONS <de<X
-0.0010.2220.0010.2220.0260.248
-0.0010.1840.0010.1840.0230.206
-0.0010.1330.0010.1330.0170.149
-0.0010.1330.0010.1320.0170.149
-0.0010.0650.0000.0650.0080.073
0.0000.0010.0000.0010.0000.001
Y
0.0000.0900.0000.0900.0090.100
0.0000.0720.0000.0720.0060.079
0.0000.0470.0000.0470.0030.051
0.0000.0470.0000.0470.0030.051
0.0000.0330.0000.0330.0020.035
0.0000.0010.0000.0010.0000.001
z0.000
-0.112-0.001-0.1130.0120.125
0.000-0.129-0.001-0.1300.0130.143
0.000-0.1010.000
-0.1010.0100.111
0.000-0.1010.000
-0.1010.0100.110
0.000-0.0490.000
-0.0480.0050.053
0.000-0.0010.000
-0.0010.0000.001
D I S P L A C E M E N T S
Pointname
C03
Loadcombination
GRT1P1SUMRESPTOTAL
TRANSLATIONS (X
0.0000.0000.0000.0000.0000.000
Y
0.0000.0000.0000.0000.0000.000
in )Z
0.0000.0000.0000.0000.0000.000
ROTATIONS (deqX
0.0000.0000.0000.0000.0000.000
Y
0.0000.0000.0000.0000.0000.000
Jz
0.0000.0000.0000.0000.0000.000
*** Segment C end '
*** Segment D begin '
D00
ooi
D01
D01
002
* * *
N
M
F
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
Segment D
Segment E
0.000-0.0010.000
-0.0010.0000.001
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
end * * *
begin * * *
0.000-0.0050.000
-0.0050.0000.005
0.000-0.0050.000
-0.0050.0000.005
0.000-0.0040.000
-0.0040.0000.004
0.000-0.0030.000
-0.0030.0000.003
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.000-0.0010.000
-0.0010.0000.001
0.000-0.0020.000
-0.0020.0000.002
0.000-0.0020.000
-0.0020.0000.002
0.0000.0000.0000.0000.0000.000
0.0000.0030.0000.0030.0010.004
0.0000.0020.0000.0020.0010.002
0.0000.0100.0000.010o.ooo0.011
0.0000.0180.0000.0180.0010.019
0.0000.0000.0000.0000.0000.000
0.000-0.0060.000
-0.0050.0000.006
0.000-0.0050.000
-0.0050.0000.006
0.000-0.0030.000
-0.0030.0000.003
0.000-0.0020.000
-0.0020.0000.002
0.0000.0000.0000.0000.0000.000
0.000-0.0060.000
-0.0060.0010.007
0.000-0.0060.000
-0.0060.0010.007
0.000-0.0040.000
-0.0040.0010.005
0.000-0.0020.000
-0.0020.0000.002
0.0000.0000.0000.0000.0000.000
M7-R0.OUT 8-22-95 2:27p Page 13 of 27
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAUING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE*4.60 RESULT PAGE
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAUING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 16
D I S P L A C E M E N T S
Point Loadname combination
TRANSLATIONS (in )X Y Z
ROTATIONS (deg )X Y Z
E00
E01 N
E01 M
E01 F
E02
E03
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1 •P1SUMRESPTOTAL
0.0000.0440.0000.0450.0080.053
0.0000.1720.0010.1730.0350.208
0.0000.1740.0010.1750.0360.211
0.0000.1710.0010.1720.0360.207
0.0000.1810.0010.1830.0376.220
0.0000.1360.0010.1370.0370.174
-0.0150.0000.000
-0.0150.0040.019
-0.0700.0000.000
-0.0700.0230.093
-0.0730.0000.000
-0.0720.0240.096
-0.0710.0000.000
-0.0710.0230.094
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0680.0000.0680.0080.076
0.0000.2350.0010.2360.0350.272
0.0000.2440.0010.2450.0370.282
0.0000.2480.0010.2490.0380.288
0.0000.1810.0010.1830.0370.220
0.0000.1360.0010.1370.0370.174
0.0490.0000.0000.0490.0150.064
0.0790.0000.0000.0780.0280.107
0.0790.0000.0000.0790.0280.107
0.0820.0000.0000.0820.0290.111
0.0630.0000.0000.0630.0220.085
0.0280.0000.0000.0280.0090.037
0.0000.2090.0010.2110.0330.244
0.0000.1850.0010.1860.0390.224
0.0000.1180.0010.1180.0270.146
0.0000.0490.0000.0490.0150.064
0.000-0.0680.000
-0.0690.0070.076
0.0000.0750.0000.0760.0100.086
0.0170.0000.0000.0170.0040.021
0.0120.0000.0000.0120.0050.017
0.0090.0000.0000.0090.0040.013
0.0040.0000.0000.0040.0030.007
0.0190.0000.0000.0190.0060.025
0.0470.0010.0000.0470.0150.062
D I S P L A C E M E N T S
Pointname
E04 N
E04 M
E04 F
E05
E06
E07
Loadcombination
GRT1PISUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
TRANSLATIONSX
0.000-0.0020.000
-0.0020.0220.024
0.000-0.0040.000
-0.0040.0210.025
0.000-0.0050.000
-0.0040.0200.025
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
Y
-0.0190.0000.000
-0.0200.0050.025
-0 .0190.0000.000
-0 .0200.0050.025
-0.0180.0000.000
-0.0190.0050.024
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
0.0000.0000.0000.0000.0000.000
( in )z
0.0000.2030.0010.2040.0550.259
0.0000.2020.0010.2040.0550.259
0.0000.2020.0010.2030.0550.258
0.0000.1830.0010.1850.0550.240
0.0000.1190.0010.1200.0550.175
0.0000.0550.0000.0550.0550.110
ROTATIONS (degX
0.0370.0010.0000.0370.0090.046
0.0370.0010.0000.0370.0090.047
0.0370.0010.0000.0370.0090.047
0.0170.0010.0000.0180.0060.024
-0.004-0.0020.000
-0.0060.0020.009
-0.0010.0090.0000.0080.0040.012
Y
0.0000.0450.0000.0460.0270.072
0.0000.0290.0000.0290.0300.059
0.0000.0130.0000.0130.0330.046
0.000-0.0140.000
-0.0140.0270.041
0.0000.0040.0000.0040.0070.011
0.000-0.0010.000
-0.0010.0020.003
I )z
0.0320.0010.0000.0330.0120.045
0.0320.0010.0000.0330.0120.045
0^0320.0010.0000.0330.0120.044
0.0300.0010.0000.0300.0110.041
0.0220.0010.0000.0220.0090.031
0.0130.0000.0000.0140.0060.020
M7-R0.OUT 8-22-95 2:27p Page 14 of 27
2? tEE3 §-2475, R
evA
-49
H7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
pointname
E08
E09 N
E09 H
E09 F
E10
Loadcombinat ion
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
GRT1P1SUMRESPTOTAL
* * * Segment E end
D I S P L A CE M E N
TRANSLATIONS ( i n )X
0.000O.0000.0000.0000.0000.000
0.0010.0000.0000.0010.0020.002
0.0010.0000.0000.0010.0020.002
0.0010.0000.0000.0000.0020.002
0.0000.0000.0000.0000.0000.000
* * *
M7-
Y
0.0000.0000.0000.0000.0000.000
0.000-0.0270.000
-0.0270.0030.030
0.000-0.0260.000
-0.0260.0010.028
0.000-0.0240.000
-0.0240.0000.024
0.0000.0000.0000.0000.0000.000
RO.OUT
z0.000
-0.0090.000
-0.0090.0550.064
0.000-0.0330.000
-0.0330.0540.087
0.000-0.0350.000
-0.0350.0530.088
0.000-0.0340.000
-0.0330.0500.083
0.0000.0000.0000.0000.0000.000
8-22-95
1CF KAISER HANFORD COAutoPIPE+4.60
T S
ROTATIONS (deX
0.006-0.0340.000
-0.0280.0120.040
-0.001-0.0140.000
-0.0150.0210.036
-0.0010.0170.0000.0160.0510.068
-0.0010.0460.0000.0450.0780.124
0.0000.0000.0000.0000.0000.000
2:27p
Y
-0.0010.0000.0000.0000.0020.002
-0.0010.0000.000
-0.0010.0020.003
-0.0010.0000.000
-0.0010.0020.003
-0.0010.0000.000
-0.0010.0020.002
0.0000.0000.0000.0000.0000.000
!ESULT PAGE 17
)Z
0.0050.0000.0000.0050.0040.010
0.0020.0000.0000.0020.0040.006
0.0020.0000.0000.0020.0040.006
0.0020.0000.0000.0010.0040.005
0.0000.0000.0000.0000.0000.000
H7-R008/22/95
Point/Supp. ID
806B06 1Stiff
B07B07 1stiff
PROJECT W-320DRAIN PIPING
Connect/Type
Guide:RIGID
Guide:RIGID
Load
DRAWING ES-320-M7REVISION 0
S U P P O
Combination D i m
GR
T1
P1
SUM
RESP
TOTAL
GR
T1
P1
SUM
RESP
TOTAL
downleft
downrght
downrght
downrght
downleft
downleft
downrght
upleft
upleft
downleft
downleft
downleft
Page
R T F
L O C AForce
1000
33065
20
43165
3111
46276
1200
3420
00
8620
23
8924
15 of 27
ICF KAISERAutop"lPE+4.
O R C E S
LDeform
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
GD i m
XYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYz
HANFORD CO60 RESULT
L O B AForce
0-100
-65-330
0-2
-65-431
1131
76462
0-120
2034
00
20-86
32
2489
PAGE 18
LDeform
0.0000.0000.000
0.0000.000
-0.185
0.0000.000
-0.001
0.0000.000
-0.185
0.0000.0000.024
0.0000.0000.209
0.0000.000o.ooo
0.0000.000
-0.121
0.0000.000
-0.001
0.0000.000
-0.121
0.0000.0000.024
0.0000.0000.145
H7-R008/22/95
Point/Supp. ID
B08B08 1Stiff
B09B09 1Stiff
» a? g
-?3•
°
B11
PROJECT W-320 DRAWING ES-320-M7DRAIN PIPING REVISION 0
Connect/Type
Guide:RIGID
Guide:RIGID
S U
LoadCombination
GR
T1
P1
SUH
RESP
TOTAL
GR
T1
P1
SUH
RESP
TOTAL
GR
P P 0
Dim
downleft
downleft
downleft
downleft
downleft
downleft
downrght
uprght
uprght
downrght
downleft
downleft
down
R T F
L 0 C AForce
1200
1022
00
13122
24
13226
961
5273
01
91275
319
94294
82
ICF KAISER KANFORD COAutoPIPE+4.60
0 R C E S
LDeform
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.000
G LDim
XYZ
XYZ
XYZ
XYZ
XYZ
XYZ
XYZ
XY
XYZ
XYZ
XYZ
XYZ
X
RESULT
0 B Aorce
0-120
22-10
00
22-131
42
26132
-1-96
-2735
-10
-275-91
193
29494
-1
PAGE 19
LDeform
0.0000.0000.000
0.0000.000-0.057
0.0000.0000.000
0.0000.000-0.057
0.0000.0000.024
0.0000.0000.081
0.0000.0000.000
0.0000.0000 006
0.0000.000
•
0.0000.0000.007
0.0000.0000.024
0.0000.0000.031
0.000
H7-R008/22/95
Point/Supp. ID
B11 1Stiff
B12B12 1stiff
E02E02 1
PROJECT W-320 DRAWING ES-320-K7DRAIN PIPING REVISION 0
Connect/Type
Guide:RIGIO
Guide:RIGID
Guide
S U
LoadCombination
T1
P1
SUH
RESP
TOTAL
GR
T1
P1
SUM
RESP
TOTAL
GR
P P 0
Dim
rght
downrght
downrght
downrght
downleft
downleft
downrght
downrght
downrght
downrght
downleft
downleft
downleft
R T F
L O C AForce
1
2138
01
• 84
139
324
87163
1421
0470
02
142474
955
151529
1450
ICF KAISER HANFORD COAutoPIPE+4.60
O R C E S
LDeform
0.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
G LDim
YzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXY
RESULT
O B AForce
-821
-97-297
000
-98-8498
17317
11587115
-1-142
1
-3330
333
-202
-335-142335
39939
374151374
0-145
PAGE 20
Deform
0.0000.000
0.0160.0000.016
0.0000.0000.000
0.0160.0000.016
0.0150.0000.015
0.0310.0000.031
0.0000.0000.000
0.0610.0000.061
0.0000.0000.000
0.0610.0000.061
0.0150.0000.015
0.0760.0000.076
0.0000.000
M7-R0.OOT 8-22-95 2:27p Page 16 of 27
H7-R008/22/95
Point/Supp. ID
Stiff
E03E03 1Stiff
<o
E05E05 1Stiff
PROJECT W-320DRAIN PIPING
Connect/Type
:RIGID
Guide:RIGID
Guide:RIGID
Load
DRAWING ES-320-H7REVISION 0
S U P P 0
Combination Dim
T1
P1
SUM
RESP
TOTAL
GR
T1
P1
SUM
RESP
TOTAL
GR
upleft
upleft
downleft
downleft
downleft
downleft
downleft
downleft
downleft
downleft
downleft
downrght
R T F
L 0 C AForce
0102
00
145103
1419
159122
1070
057
00
10758
613
11471
1370
ICF KAISERAutoPIPE+4.
0 R C E S
LDeform
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000 -
0.0000.000
0.0000.000
0.0000.000
GDim
zXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYz
HAN FORD CO60 RESULT
L 0 B AForce
0
-72072
000
-73-14573
131413
8615986
0-107
0
-41041
000
-41-10741
969
5011450
0-137
PAGE 21
LDeform
0.000
0.1810.0000.181
0.0010.0000.001
0.1830.0000.183
0.0370.0000.037
0.2200.0000.220
0.0000.0000.000
0.1360.0000.136
0.0010.0000.001
0.1370.0000.137
0.0370.0000.037
0.1740.0000.174
0.0000.0000.000
M7-R008/22/95
Point/Supp. ID
E06E06 1Stiff
E07E07 1Stiff
PROJECT W-320DRAIN PIPING
Connect/Type
Guide:RIGID
Guide:RIGI0
Load
DRAWING ES-320-H7REVISION 0
S U P P O
Combination Dim
T1
P1
SUM
RESP
TOTAL
GR
T1
P1
SUM
RESP
TOTAL
GR
T1
upleft
upleft
downleft
downleft
downleft
downrght
downrght
downrght
downrght
downleft
downleft
downleft
up
R T F
L O C AForce
1109
01
136109
1166
147175
1070
58
00
1128
516
11724
1240
19
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT
O R C E
LDeform
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.000
sG
Dim
XYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYzX
L O B AForce
-1091
-10
-109-136
6611
175147
0-107
8-5
00
8-112
165
24117
0-124
-2
PAGE 22
Deform
0.0000.0000.183
0.0000.0000.001
0.0000.0000.185
0.0000.0000.055
0.0000.0000.240
0.0000.0000.000
O.OOO
o.ooo0.119
0.0000.0000.001
0.0000.0000.120
0.0000.0000.055
0.0000.0000.175
0.0000.0000.000
0.000
M7-R0.OUT 8-22-95 2:27p Page 17 o f 27
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
Point/ Connect/ Load
DRAWING ES-320-M7REVISION 0
S U P P 0
Supp. ID Type Combination Dim
P1
SUM
RESP
TOTAL
E08 GRE08 1 GuideStiff :RIGID
T1
P1
• SUM
RESP
TOTAL
HN
F-2475Page A
-52,R
ev.
O
left
upleft
downleft
downleft
downleft
downrght
downrght
downrght
downrght
downleft
downleft
R T F
L 0 C AForce
2
00
1052
85
1137
981
1101
10
2092
804
2896
IGF KAISERAutoPIPE+4.
O R C E S
LDeform
0.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
GDimYzXYzXYzXYzXYzXYzXYzXYzXYzXYzXYz
HAN FORD CO60 RESULT
L O B AForce
19
00
-2-105
58
7113
1-98
1-110
0-1
2-209
480
6289
PAGE 23
LDeform
0.0000.055
0.0000.0000.000
0.0000.0000.055
0.0000.0000.055
0.0000.0000.110
0.0000.0000.000
0.0000.000-0.009
0.0000.0000.000
0.0000.000-0.009
0.0000.0000.055
0.0000.0000.064
M7-R0 PROJECT W-320 DRAWING ES-320-M708/22/95 DRAIN PIPING
Pointname
A00
A03
B06
B07
BOS
Loadcombination X
AnchorGRT1P1SUMRESPTOTAL
AnchorGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
REVISION 0
R E S T R A I
FORCES (Ib
-54082
40523428
1-330
-33638
0-650
-651176
020020324
022022426
Y Z
-351378
613491301480
-2-404-2
-40845453
-100-330-2
-43131462
-120340
-86289
-120-100
-1312
132
N T
j
-65092
50563569
1420431255
000000
000000
000000
R E A
Result
351524
714971471642
34072
41247458
1003362
43633468
12039089492
120240
1324
135
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 24
C T I O N S
MOMENTS (ft-lbX
-21871
18616202
-1-40-5712
000000
000000
000000
Y Z
08808815103
0-140
-14115
000000
000000
000000
Result
2-910
-9011101
1-320
-31537
000000
000000
000000
32261
22525249
135035941
000000
000000
000000
H7-R0-OUT 8-22-95 2:27p Page 18 of 27
M7-R008/22/95
Point
PROJECT W-320 DRAWINGDRAIN PIPING REVISION
Load
R E S T R
ES-320-M70
* I N T
FORCES ( I b )name combination X
B09
B11
B12
B14
C03
5»KNF
-2475, Rev. 0
ige A-53
—
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
AnchorGRT1P1SUMRESPTOTAL
AnchorGRT1P1SUMRESPTOTAL
-1-273
-1-275
19294
-1-97
0-98
17115
-1-333
-2-335
39374
2897
41 903
1141017
3-322
-2-321
11332
Y
-9650
-913
94
-82-20
-843
87
-14200
-1429
151
-10500
-10613
119
-15-985
-5-1005
911096
R E A
Z Resu l t
000000
197
098
• 17115
1333
2335
39374
0137
113827
165
1-727
-3-730
88818
96273
1290
19308
82138
116224
185
142470
2495
56550
105908
4920118
1037
161266
61283
1271408
ICF KAISER HANFORD CCAutoPIPE+4.60 RESULT
C T I O N S
MOMENTS ( f t - l bX
000000
000000
000000
271-10
27067
337
-3128
112621
146
Y Z
000000
000000
000000
41786
81799260
2058
-196
096
7102
j
000000
000000
000000
16900
16933
202
1-65
0-65
670
PAGE 25
Result
000000
000000
000000
3201786
81827270
2095
3173
117122
192
M7-R0 PROJECT W-32008/22/95 DRAIN
Pointname
D02
E02
E03
E05
E06
Loadcombinat
AnchorGRT1P1SUMRESPTOTAL
GuideGRT1PISUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
GuideGRT1P1SUMRESPTOTAL
DRAWINGPIPING REVISION
R E S T R
ES-320-M70
\ I N T
FORCES ( I b )on X
1-80
-74
11
0-72
0-73
1386
0-41
0-41
950
0-109
-1-109
66175
0808
1624
Y
-8315
2309
34342
-14500
-14514
159
-10700
-1076
114
-13710
-13611
147
-107-50
-1125
117
R E
Z Resu l t
2-326
-2-325
18343
072
0731386
041
041
950
000000
000000
8453
2448
38485
145102
017824
200
10757
012214
134
137109
117567
229
10790
11217
119
ICF KAISER HANFORD COAutoPIPE+4.60
A C T I O N S
MOMENTSX Y
-1164
1164
8173
000000
000000
000000
000000
RESULT
(ft-lb )
0-60
-616
000000
0000.00
000000
000000
Z
1-11
0-10
313
000O00
00000o
000000
000000
PAGE 26
Result
1165
1165
9173
000000
000000
000000
000000
M7-R0.OUT 8-22-95 2:27p Page 19 of 27
> &4^ '
C
/i
01
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
Point Loadname combination X
E07 GuideGRT1P1SUMRESPTOTAL
E08 GuideGRT1PISUMRESPTOTAL
E10 AnchorGRT1P1SUMRESPTOTAL
DRAWINGREVISION
R E S I t l
ES-320-M70
I N T
FORCES (Ib )
0-20-257
110246
-100-156
Y
-124190
-1058
113
-98-110-1
-20980289
-529504474118
R E A
Z Result
000000
000000
0-178-1
-178217395
124190
1059
113
981101
20981289
522021
184229413
ICF KAISER HANFORC COAutoPIPE+4.60 RESULT
C T I 0 N S
MOMENTSX Y
000000
000000
-2458 .2
4576221079
(ft-lbZ
000000
000000
-200-245
)
000000
000000
2-1021820
PAGE 27
Result
000000
000000
44582
4576221080
M7-R0 PROJECT W-320 DRAWING ES-320-M7 ICF KAISER HANFORD CO08/22/95 DRAIN PIPING REVISION C
Pointname
Loadcombi nat i on
AutoPIPE+4.60
ASME B31.3c (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
1
*** Segment A begin ***
A00
BOO -
BOO +
A01 N-
A01 N+
A01 H
A01 F-
A01 F+
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
118713
0909
01037
0313
0413
0100
0122
0122
Out-Pl.Moment
1919
339830
217516
0272
030
0101
0111
0111
ft-lb ) (StressTorsion S.I.F Eq. LoadMoment In Out no. type
(3a) HOOP1.00 1.00 (18) SUST
88 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.19 1.25 (18) SUST
88 1.19 1.25 (17) DISP1.19 1.25 (18) OCC
(3a) HOOP1.19 1.25 (18) SUST
40 1.19 1.25 (17) DISP1.19 1.25 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
40 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
40 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
34 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
25 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
25 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
RESULT
in psiCode
Stress
9264244839511
926494
110541272
9264485440697
9263911225107
9264062173243
92638296178
926401915159
92639064775
PAGE 28
)Code
Allow.
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
H7-R0.OUT 8-22-95 2:27p Page 20 of 27
M7-R0 PROJECT W-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7 ICFREVISION 0
KAISER HAN FORD COAutoPIPE+4.60
ASME B31.3C (1992) CODE COMPLIANCE(Moments in
Point Load In-Pl. Out-Pl.name combination Moment Moment
A02 N- Max PGR + Max PCold to T1SRSS
A02 N+ Max PGR + Max PCold to T1SRSS
A02 M Max PGR + Max PCold to T1SRSS
A02 F- Max PGR + Max PCold to T1SRSS
A02 F+ Max PGR + Max PCold to T1SRSS
DOO - Max PGR + Max PCold to T1SRSS
DOO + Max PGR + Max PCold to T1SRSS
A03 Max PGR + Max PCold to T1SRSS
*** Segment A end **
*** Seqment B beqin **
HN
F-2475. Ri
0122
0122
0112
0110
0100
0695
0251
146
*
0111
0111
061
030
060
0142
091
1324
ft-lb )Torsion S.I.FMoment In Out
1.00 1.0025 1.00 1.00
1.00 1.00
2.27 1.8925 2.27 1.89
2.27 1.89
2.27 1.8919 2.27 1.89
2.27 1.89
2.27 1.8918 2.27 1.89
2.27 1.89
1.00 1.0018 1.00 1.00
1.00 1.00
1.19 1.2518 1.19 1.25
1.19 1.25
1.19 1.2514 1.19 1.25
1.19 1.25
1.00 1.0014 1.00 1.00
1.00 1.00
(StressEq.no.
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
<3a)(18)(17)(18)
<3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
Loadtype
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
RESULT
in psiCodeStress
92639064775
926401915159
926399714139
92638268233
92638145315
9263991846215
92639474260
926419758227
PAGE 29
)Code
Allow.
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
M7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
Pointname
BOO
B01 N-
B01 N+
. B01 M
B01 F-
B01 F+
COO -
COO +
B02
Loadcombination
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
ICF KAISER HANFORD COAutoPIPE+4.60
ASME B31.3C (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
557346
130527
130527
217318
215916
123824
224722
331245
448342
Out-Pl.Moment
012815
014913
014913
0204
017718
2123
015619
552128
113912
ft-lb )Torsion S.IMoment In
1.19194 1.19
1.19
1.00194 1.00
1.00
2.27194 2.27
2.27
2.27247 2.27
2.27
2.27165 2.27
2.27
1.00165 1.00
1.00
1.19165 1.19
1.19
1.191 1.191.19
1.001 1.001.00
.FOut
1.251.251.25
1.001.001.00
1.891.891.89
1.891.891.89
1.891.891.89
1.001.001.00
1.251.251.25
1.251.251.25
1.001.001.00
(StressEq.no.
<3a)(18)(17)(18)
<3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
<3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
Loadtype
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
RESULT
in psiCodeStress
926553
145891804
9263968354970
926420
164982139
92648999641319
926535
111301606
9264436208774
92643983291145
' 926597
160492069
926525
107651425
PAGE 30
)CodeAllow.
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
H7-R0.OUT 8-22-95 2:27p Page 21 of 27
M7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE
H7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 32
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb' ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
B03
B04
B05
805
B05
B05
B05
B06
B07
N-
N+
M
F-
F+
Max PGR + Max Pcold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
331828
223221
777464
777464
887472
884971
884971
7720811
102563
112411
111710
1283
1283
173
0173
0173
017218
0344
(3a) HOOP 790 167001.00 1.00 (18) SUST 365 16700
1 1.00 1.00 (17) DISP 2374 250501.00 1.00 (18) OCC 274 22211
(3a) HOOP1.00 1.00 (18) SUST
1 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
1 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
1 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
15 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
11 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) OISP1.00 1.00 (18) OCC
790 16700358 167001810 25050211 22211
790 16700399 167005393 25050587 22211
790 16700449 167009581 250501043 22211
790 16700468 16700
10812 250501176 22211
790 16700466 16700
10501 250501147 22211
790 16700409 167005911 25050646 22211
790 167001039 167001878 25050189 22211
790 167001269 16700462 2505044 22211
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
• Max P
GR + Max PCold to T1SRSS
- Hax PGR + Max PCold to T1SRSS
Max PGR + Max PCold to TlSRSS
Max PGR + Max PCold to T1SRSS
• Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to TlSRSS
Max PGR + Max PCold to T1SRSS
10317
2
76135
2393
226327
443731
3356
19
1651
19
036
5
117921
2263
27
2393
710
1
3356
19
13324
3428
32
(3a) HOOP 790 167001.00 1.00 (18) SUST 1273 16700
11 1.00 1.00 (17) DISP 289 250501.00 1.00 (18) OCC 46 22211
(3a) HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a> HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
11 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
7 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
4 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
4 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
4 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
4 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
79010271251200
16700167002505022211
790 16700550 167001835 25050250 22211
790 16700550 167001835 25050250 22211
790 16700407 167003046 25050284 22211
790 16700392 167002478 25050177 22211
790 16700392 167002478 25050177 22211
790 16700812 16700231 25050222 22211
790 167001841 167002981 25050341 22211
H7-R0.OUT 8-22-95 2-.27p Page 22 of 27
H7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 33
M7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-M7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-PL. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
B13 N- Max PGR + Max PCold to TlSRSS
B13 N+ Max PGR + Max PCold to T1SRSS
B13 M Max PGR + Max PCold to TlSRSS
B13 F- Max PGR + Max PCold to T1SRSS
B13 F+ Max PGR + Max PCold to T1SRSS
EDO - Max PGR + Max PCold to TlSRSS
E00 * Max PGR + Max PCold to T1SRSS
B14 Max PGR + Max Pcold to T1SRSS
*** Segment B end :
•** Segment C begin •
6009
329840
567176
574482
4325
246977
19633
3111
65
329840
6009
4325
574482
50115
792
35
121786207
(3a) HOOP 790 167001.00 1.00 (18) SUST 887 16700
4 1.00 1.00 (17) DISP 2072 250501.00 1.00 (18) OCC 376 22211
(3a) HOOP1.00 1.00 (18) SUST
4 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
3 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
3 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
3 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.22 1.30 (18) SUST
3 1.22 1.30 (17) DISP1.22 1.30 (18) OCC
(3a) HOOP1.22 1.30 (18) SUST
1 1.22 1.30 (17) DISP1.22 1.30 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
1 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
790 16700887 167002072 25050376 22211
790 16700384 167004669 25050693 22211
790 16700728 16700
5175 25050753 22211
790 16700728 16700
5175 25050753 22211
790 16700901 16700
3757 25050845 22211
790 167001275 16700813 25050553 22211
790 167003186 1670012433 250501988 22211
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
'ol ntname
COO
C01 N-
C01 N+
C01 H
C01 F-
C01 F+
C02 N-
C02 N+
C02 M
Loadcombination
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
In-Pl.Moment
536525
216010
216010
0584
1436
016416
016616
119518
024022
Out-Pl.Moment
016610
0121
0121
112512
118916
11038
11038
171
0733
TorsionMoment
65
65
65
18
112
112
112
112
79
S.IIn
.19
.19
.19
.00
.00
.00
2.272.272.27
2.272.272.27
2.272.272.27
.00
.00
.00
.00
.00
.00
2.27..272.27
2.272.272.27
.FOut
1.251.251.25
1.001.001.00
1.891.891.89
1.891.891.89
1.891.891.89
1.001.001.00
1.001.001.00
1.891.891.89
1.891.891.89
Eq.no.
<3a)(18)(17)(18)
<3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
(3a)(18)(17)(18)
Loadtype
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
HOOPSUSTDISPOCC
CodeStress
9265659759995
9264323703332
9264977905752
9264355809823
92647982821098
9264324791567
9264324821571
92648097861295
926420
121311599
CodeAllow.
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
16700167002505022211
H7-R0.OUT 8-22-95 2:27p Page 23 of 27
M7-R0 PROJECT U-320 DRAWING ES-320-H708/22/95 DRAIN PIPING REVISION 0
ICF KAISER KANFORD COAutoPIPE+4.60 RESULT PAGE 35
H7-R0 PROJECT U-32008/22/95 DRAIN PIPING
DRAWING ES-320-H7REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 36
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
Point Loadname combination
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code CodeMoment Moment Moment In Out no. type Stress Allow.
C02 F- Max PGR + Max PCold to T1SRSS
C02 F+ Max PGR + Max PCold to T1SRSS
C03 Max PGR + Max PCold to T1SRSS
*** Segment C end '
*** Segment D begin '
D00 Max PGR + Max PCold to T1SRSS
001 N- Max PGR + Max PCold to T1SRSS
D01 N+ Max PGR + Max PCold to T1SRSS
D01 M Max PGR + Max PCold to TlSRSS
D01 F- Max PGR + Max PCold to TlSRSS
216317
216317
214316
1456
0291
0986
0986
0965
(3a) HOOP 926 167002.27 1.89 (18) SUST 535 16700
9 2.27 1.89 (17) DISP 8873 250502.27 1.89 (18) OCC 1290 22211
(3a) HOOP1.00 1.00 (18) SUST
I 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
I 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.19 1.25 (18) SUST
5 1.19 1.25 (17) DISP1.19 1.25 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
5 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
5 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
0 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
6 2.27 1.89 (17) DISP2.27 1.89 (18) OCC
926 16700451 167004081 25050578 22211
926 16700464 167003702 25050532 22211
926 16700397 167001074 25050229 22211
926 16700386 16700227 2505053 22211
926 16700398 16700442 25050121 22211
926 16700383 167001449 2505075 22211
926 16700389 16700418 2505071 22211
D01
D02
***
***
E00
E01
E01
E01
E01
E01
F+ Max PGR + Max PCold to T1SRSS
Max PGR + Max PCold to T1SRSS
Segment D end
Segment E begin
Max PGR + Max PCold to T1SRSS
N- Max PGR + Max PCold to T1SRSS
Nt Max PGR + Max PCold to T1SRSS
M Max PGR + Max PCold to T1SRSS
F- Max PGR + Max PCold to T1SRSS
F+ Max PGR + Max PCold to T1SRSS
061
01647
...
***
0373106
403
349168
353274
352674
44015
071
1113
1231
48
349168
403
35012
44015
352674
(3a) HOOP1.00 1.00 (18) SUST
6 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.22 1.30 (18) SUST
0 1.22 1.30 (17) DISP1.22 1.30 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
926 16700383 16700230 2505036 22211
(3a) HOOP 926 167001.00 1.00 (18) SUST 395 16700
6 1.00 1.00 (17) DISP 3528 250501.00 1.00 (18) OCC 235 22211
790 167001789 167003175 250501317 22211
790 16700377 167003419 25050619 22211
790 16700401 167006075 250501099 22211
790 16700805 167006580 250501215 22211
790 16700936 167006499 250501214 22211
790 16700741 16700
3658 25050687 22211
H7-R0.OUT 8-22-95 2:27p Page U of 27
H7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 37
M7-R0 PROJECT U-320 DRAUING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 38
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type stress Allow.
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
E02 Max PGR + Max PCold to T1SRSS
E03 Max PGR + Max PCold to T1SRSS
E04 N- Max PGR + Max PCold to T1SRSS
E04 (1+ Max PGR + Max PCold to T1SRSS
E04 H Max PGR + Max PCold to T1SRSS
E04 F- Max PGR + Max PCold to T1SRSS
E04 F+ Max PGR + Max PCold to T1SRSS
E05 Max PGR + Max PCold to T1SRSS
E06 Max PGR + Max PCold to T1SRSS
1991
37
901
1115
125046
125245
124341
159121
112814
117120
125046
1115
124341
04973
01320
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
<3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a> HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
790 167002157 16700892 25050362 22211
790 167001159 167001190 25050197 22211
790 16700433 167001741 25050424 22211
790 16700480 167003094 25050752 22211
790 16700384 16700
3118 25050738 22211
790 16700403 167002999 25050677 22211
790 16700381 167001688 25050382 22211
(3a) HOOP 790 167001.00 1.00 (18) SUST 1786 16700
0 1.00 1.00 (17) DISP 342 250501.00 1.00 (18) OCC 697 22211
(3a) HOOP 790 167001.00 1.00 (18) SUST 1071 16700
0 1.00 1.00 (17) DISP 108 250501.00 1.00 (18) OCC 187 22211
E07 Max PGR + Max PCold to T1SRSS
E08 Max PGR + Max PCold to T1SRSS
E09 N- Max PGR + Max PCold to T1SRSS
E09 N+ Max PGR + Max PCold to T1SRSS
E09 M Max PGR + Max PCold to T1SRSS
E09 F- Max PGR + Max PCold to T1SRSS
E09 F+ Max PGR + Max PCold to T1SRSS
E10 Max PGR + Max PCold to T1SRSS
*** Segment E end
1083210
7412136
4232187
4232187
4237185
3201146
3201146
0458501
2115
(3a) HOOP 790 167001.00 1.00 (18) SUST 1328 16700
0 1.00 1.00 (17) DISP 225 250501.00 1.00 (18) OCC 101 22211
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a> HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.78 1.48 (18) SUST
0 1.78 1.48 (17) DISP1.78 1.48 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC
790 167001011 16700841 25050333 22211
790 16700377 167001613 250501713 22211
790 16700408 167002866 250503043 22211
790 16700409 167002936 250503001 22211
790 16700430 167002483 250502381 22211
790 16700397 167001397 250501340 22211
(3a) HOOP 790 167001.00 1.00 (18) SUST 359 16700
0 1.00 1.00 (17) DISP 3186 250501.00 1.00 (18) OCC 4588 22211
H7-R0.OUT 8-22-95 2:27p Page 25 of 27
M7-R0 PROJECT U-320 DRAWING ES-3Z0-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE
M7-R0 PROJECT W-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 40
S Y S T E M S U M M A R Y S U M M A R Y
Maximum disptacements fin)
Maximum restraint forces(lb)
Maximum sustained stress
Maximum X :Maximum Y :Maximum Z :Max. total:
Maximum rotations Cdeg)
Maximum X :Maximum Y :Maximum z :Max. total:
0.2200.0960.2880.367
0.3610.2440.1430.383
PointPointPointPoint
PointPointPointPoint
E02E01E01E01
B04E00C01B04
HFF
M
LoadLoadLoadLoad
LoadLoadLoadLoad
Comb.:Comb.:Comb.:Comb.:
Comb.:Comb.:Comb.:Comb.:
TOTALTOTALTOTALTOTAL
TOTALTOTALTOTALTOTAL
PointStress psiAllowable psiRatioLoad combination
Maximum displacement stress
PointStress psiAllowable psiRatioLoad combination
Maximum occasional stress
Maximum X :Maximum Y :Maximum Z :Max. total:
101714808181642
laximum restraint momentsCft-lb)
Maximum X :Maximum Y :Maximum Z :Max. total:
107920582022095
PointPointPointPoint
PointPointPointPoint
B14A00C03A00
E10B14814B14
LoadLoadLoadLoad
LoadLoadLoadLoad
Comb.Comb.Comb.Comb.
Comb.Comb.Comb.Comb.
TOTALTOTALTOTALTOTAL
TOTALTOTALTOTALTOTAL
Maximum hoop stress
PointStress psiAllowable psiRatioLoad combination
PointStress psiAllowable psiRatioLoad combination
Maximum sustained stress ratio
PointStress psiAllowable psiRatioLoad combination
Maximum displacement stress ratio
PointStress psiAllowable psiRatioLoad combination
B14.3186167000.19GR + Max P
B01 N16498250500.66Cold to T1
E104588222110.21SRSS
A00926167000.06Max P
B143186167000.19GR + Max P
B01 N16498250500.66Cold to T1
H7-R0.OUT 8-22-95 2:27p Page 26 of 27
M7-R0 PROJECT U-320 DRAWING ES-320-M708/22/95 DRAIN PIPING REVISION 0
ICF KAISER HANFORD COAutoPIPE+4.60 RESULT PAGE 41
Maximum occasional stress ratio
Maximum hoop stress ratio
* * * The system satisfies ASME B31.3 code requirements * * *• * • for the selected options * * *
M7-R0.OUI 8-22-95 2:27p Page 27 of 27
HNF-2475, Rev. 0
W320-27-029
AY Farm Juniper Stress Analysis
B-i
ICF KAISER |
HANFORD COMPANY
CALCULATION IDENTIFICATION AND INDEX i i i
09 /01 /95
This sheet shows the status and description of the attached Design Analysis sheets.
Discipline 27 , P i p i n g and Vesse l s WO/Job No._ER4319 Calculation No. W320-27-029
Project No. & Name
Calculation Item
Project W-320 Waste Retrieval for Tank 241-C-106
AY Farm Jumper Stress Analysis
These calculations apply to:
Dwg. No. ECN NO: W-320-380
Dwg. No.
Other (Study, CDR)
Rev. No.
Rev. No.
Rev. No.
The status of these calculations is:
• Preliminary Calculations
E l Final Calculations
• Check Calculations (On Calculation Dated
D Void Calculation (Reason Voided
Incorporated in Final Drawings?
This calculation verified by independent "check" calculation?
El Yes • No
• Yes H No
Original and Revised Calculation Approvals:
Rev. 0Signature / Date
Rev. 1Signature / Date
Rev. 2Signature / Date
Originator
M.M. AHMED 9-1-95 M.M.Ahmed 7-12-96 M.M.Ahmed 3-12-97Checked by
M.K. Pal 9/11/95 D.L. Stone 7-15-96 •P.L. stoop 3- lt-97Approved by
CD. Jones 9/11/95 C.D.Jones 7-16-96Checked AgainstApproved Vendor Data
Design Analysis
Page No.
i - ii
5 -6
9 - 1 0
INDEX
Description
Calculation Identification and Index
Calculation Cross Index
Objective, Design Criteria ,Design Inputs
Design Methodology
Assumptions
References
Calculations and Conclusions
ISB Jumper Connectors qualification
Pit wall Anchor loads
JUMPER PIPING 3D ISOMETRIC
HNF-2475, Rev. 0
PageB-1
INDX-AY.XLS
FLUOR DANIELNORTHWEST INC.
CALCULATION IDENTIFICATIONAND INDEX
Page ia of \\\
This sheet shows the status and description of the attached Design Analysis sheets.
Discipline: (27) Piping and Vessels wo/job No.: ER4319
Project No. & Name: Project W-320 Waste Retrieval for Tank 241 -C-106
Calculation Item: AY Farm Jumper Stress Analysis
These calculations apply to:
Dwg. No.: See Calculation Cross Index
Dwg. No.:
Other (Study. CDR):
The status of these calculations is:
[] Preliminary Calculations
[X] Final Calculations
[] Check Calculations (On Calculation Dated)
[] Void Calculation (Reason Voided)
Incorporated in Final Drawings? [X]
This calculation verified by independent "check" calculations? []
Original and Revised Calculation Approvals:
Calculation No.: W320-27-029
Rev. No.
Rev. No.
Rev. No.
Yes
Yes
[I
[X]
No
No
Rev. 3Signature/Date
Rev. 4Signature/Date
Rev. 5Signature/Date
Originator
Checked by
Approved by
Checked AgainstApproved Vendor Data
INDEX
Design AnalysisPage No. Description
l - i i Calculation Identification and Index
Calculation Cross Index
Objective, Design Criteria, Design Inputs
2 - 4 Design Methodology
Assumptions
5 - 6 References
Calculations and Conclusions
ISB Jumper Connectors qualification
Pit Wall Anchor Loads
9-10 JUMPER PIPING. 3D ISOMETRIC
FDNW CALCULATION COVER SHEET
HNF-2475, Rev. 0PageB-2
.ICF KAISER |
HANFORD COMPANY
CALCULATION IDENTIFICATION AND INDEX
09 /01/95
Discipline 27, P i p i n g and V e s s e l s WO/Job No._ER4319 Calculation No. W320-27-029
Rev. 0Signature / Date
Rev. 1Signature / Date
Rev. 2Signature / Date
Originator
M. M. AHMED 9-1-95 M. M. Ahmed 7-12-96q t o r t
MM. Ahmed 3-^-97Checked by
M.K. Pal 9/11/95 D. L. Stone 7-15-96 D.L. Stone *a/2--?7
Design Analysis
Page No.
Appdx A
Appdx B
Appdx C
INDEXDescription
AutoPipe File no: AY02A1R2 For Static Analyisand AY02A2R2 for Dynamic Analysis for Pump Pit jumper
AutoPipe File no:AY02E~R2 for Static andDynamic analysis for Sluice Pit jumper
Reference Documentation
Rev-1 Summary of Changes:
Revised:
Replaced:
Deleted
Pages 1 thru 7
Page 8
Appendix-D
Rev-2 Summary of changes
Revised
Added
and Appendices A , B & C
Pages 1 thru 5
Pages 6 thru 8
Pages 9 S 10
HNF-2475, Rev. 0PageB-3
INDX-AY.XLS
FLUOR DANIELNORTHWEST INC.
CALCULATION IDENTIFICATIONAND INDEXContinuation Sheet
Page i ia of
| Discipline (27) Piping and Vessels wo/Job No. ER4319 Calculation No. W320-27-029
Rev. 3Signature/Date
Rev. 4Signature/Date
Rev. 5Signature/Date
Originator
Checked by
3.
INDEX
Design AnalysisPage No.
Description
Appdx A Autopipe File no: AY02A1R2 For Static Analysis and
AY02A2R2 for Dynamic Analysis for Pump Pit jumper
Appdx B Autopipe File no: AY02E-R2 for Static and Dynamic analysis for Sluice Pit jumper
Appdx C Reference Documentation
RevisionNo.
Description
Verify As-Built conditions.
Pages ia, iia, and 6a added. Pages iii, 1, 5, and 10 revised.
FDNW CALCULATION COVER SHEET HNF-2475,Rev.OPageB-4
SubjectCalculationRevision
No.
3
CALCULATIONSubject Calculatio
Supercededby
CalculationNo.
NA
These interfacing calculation/documentsprovide input to the subject calculation,and if revised may require revision of
the subject calculation.
Calculation/Document No.
H-2-818501, Sheen
H-2-818503, Sheen
H-2-818503, Sheet 2
H-2-818544, Sheet 1
H-2-818544, Sheet 2
H-2-818545, Sheen
RevisionNo.
/s,2
1
jar J
^ 2
/ 2 .
CROSS INDEX (Typican No.: W320-27-029
Results and conclusions of the subjectcalculation are used in these interfacing
calculations and/or documents
Calculation/Document No.
NA
A
RevisionNo.
I)
Does the outputinterface calculation/documents require
revision?
Yes No
K
X
<
<
)<
Has the outputinterfacecalculation/
documents beenrevised?
Yes No
<
X.
P a g e iii o f f j j
Discipline manager's signature anddate indicating evaluation
complete.
i\ o
'I *\\
KEH 1975.00 (12/88)
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD COMPANYSubject AY FARM - JUMPER STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106Location: C TANK FARM - 200 W.
CaicNo. W320-27-029
Revision No. JST^iPage No. 1 of 10
WO/Job No. ER4319 Filename:AY02E.WPDate 8/31/95 By: M.M. AhmedChecked 9/1 1/95 By: M. K. PalRevised By:
Rev-1 By: M.M. Ahmed 7/12/96Checked By: D.L. Stone 7/1 5/96 Checked By:
OBJECTIVE: , p , »>
The objectives of this calculation are:
1. Perform static and dynamic piping stress analysis of the "AY Tank Farm" Jumper Assembliesin order to be in compliance with the Code ASME B31.3 requirements.
2. Qualify the Integral Seal Block (ISB) Jumper connectors for loads exerted bypiping in accordance with document WHC-SD-W236A-DA-002, Rev-0
3. Prepare a report on piping loads exerted on pit wall at pipe penetration location.
To incorporate the design changes made by the ECN NO:W-320-380
REV-2:To incorporate the design changes made by the ECN NO:W-320-587
DESIGN CRITERIA:
1. ASME CODE B31.3-93 with Addenda up to 1994. .2. SDC 4 .1 , REV-12. (MovJ FOMvJ f i n i t e * I3*f.2-i5. \T-\~I )3. PROJECT W-320 FDC: WHC-SD-W320-FDC-001, REV. ?. ^4. WHC-SD-W236A-DA-002, Rev-0
DESIGN INPUTS:
I Rev-1
I Rev-2
GENERAL (Applicable to all Jumpers)Ambient TemperatureDesign Temperature:Design Pressure:Pipe Materials:Pipe Sizes:Pipe WallSafety Class category:Corrosion AllowanceB31.3 Code Allowable stressFlangesConnector weights
Nozzle weightsKickplate weights
40°F180°F325 psigASTM A312TP304L2 in., 3 in. and 4 in.Schedule 40SC-30.06 inches16700 psi300# ANSI rated4": 122 Ibs(Vert) 3":4": 120lbs(Horz)4": 11 lbs 3": 6.5 lbs4": 16.5 lbs 3": 12 lbs
77 lbs 2": 29 lbs
2": 2.5 lbs2": 3.5 lbs
(Ref. 3)(Ref: 3)(Ref: 10)(Ref: 19)(Ref: 19)IRef: 5)(Ref. 4)(Ref. 7)(Ref: 1)(Ref. 21)
.(Ref: 9)
(Ref: 9)(Ref: 9)
HNF-2475, Rev. 0PageB-6
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD COMPANYSubject AY FARM - JUMPER STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106Location: C TANK FARM - 200 W.
CaicNo. W320-27-029
Revision No. 0Page No. 2 of 10
WO/Job No. ER4319 Filename:AY02E.WPDate 8/31/95 By: M.M. AhmedChecked 9/11/95 By: M. K. PalRevised By:
Rev-1 By: M.M. Ahmed 7/12/96Checked By: D.L. Stone 7/15/96
Rev-2 By: VUChecked By: J)^ -n
JUMPER U2-A, B SLUICE PIT 241-AY-02E (Autopipe Filename: AY02E-R2) I Rev-2
Process Fluid:Specific gravity:Piping Dimensions:Pressure Element WeightPumpPump Motor
241-AY-102 Supernate1.12Dwg: B503AR2, Rev-24": 27 lbs 2": 12 lbsWPumB = 1000 lbs I Rev-1WPumi, „„,,,, = 2250 lbs I Rev-1
Blank 2" Connector with Counter Weight 86.98 lbs4" -2 Way Ball Valve w/ Actuator 93 lbs
• (Ref: 20)(Ref: 8 )(Ref: 191(Ref. 18)(Ref: 1 7)(Ref: 17)(Ref. 22)(Ref: 15)
JUMPER U11 -A PUMP PIT 241-AY-02A (Autopipe Filename: AY02A1 R2 & AY02A2R2) I Rev-2
Process Fluid:Specific gravity:Piping Dimensions:Density/Flow/Temp sensor3"- 3 Way Ball Valve
DESIGN METHODOLOGY:
241-C-106 Slurry1.2H-2-818501, Rev-2153 lbs65 lbs
(Ref: 20)(Ref: 3)(Ref: 19)(Ref: 24)(Ref: 1 5)
AY Farm Jumper Piping Assemblies include Jumper U2-A that is located in Sluice Pit 241-AY-02E I Rev-1and Jumper U11-A located in Pump Pit AY-02A. I Rev-2
The jumper assembly models include connectors and nozzles. The nozzles are considered to be rigidlyanchored either to pit walls or cover plate for tanks (H-2-818545, Ref: 19). I Rev-1
The jumper connectors used on W-320 project are PUREX Connectors. However for analysis I Rev-1purpose, assumed as Integral Seal Block (ISB) connectors (Ref:9) The document WHC-SD-W236A-DA-002 (Ref:22) provides all the analytical data such as connector stiffness, acceptable pipingloads & seating forces for the ISB connectors. These connectors have been modeled in Autopipeas short radius elbows and flexible couplings with specified translation and rotational stiffness.The connector and nozzle weights are imposed at Flexible coupling.
The weights of structural steel assemblies and lifting bails used to connect jumper piping to nozzlesduring installation are calculated and imposed at appropriate points.
Stress analysis of the jumpers has been performed in accordance with ASME B31.3 for sustained,thermal and seismic loading (Ref. 1) using the computer program "Autopipe" Version-4.6 by"Engineering Design Automation" (EDA) (Ref. 11).
HNF-2475, Rev. 0Page B-7
ICF KAISERHANFOHD COMPANY
DESIGN ANALYSIS
client WESTINGHOUSE HANFORD COMPANYsubject AY FARM - JUMPER STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106Location: C TANK FARM - 200 W.
Rev-1 By: M.M, Ahmed 7/12/96Checked Bv: D.L. Stone 7/15/96
Calc No W320-27-029Revision No.
Page No
WO/Job No. ER4319Date 8/31/95Checked 9/1 1/95Revised
Rev-2, Bv: t_Checked Bv: T
File
By:
By:
By
03 of 10
1ame.-AY02E.WPM.M. AhmedM. K. Pal
= = = = = = = =
Clhmt^-5.1.2 . I - ;£ C S P 3 / 2 - ? 7
SUSTAINED LOADS:
The "AutoPipe" program checks the sustained stress (the summation of gravity and pressurestresses) against the B31.3 Code Allowable stress "S" for the material specified for eachjumper piping.
THERMAL (DISPLACEMENT) STRESS:
The maximum design temperature for the pipe of 180°F and the ambient temperature of 40°Fhas been used in "AutoPipe" program to qualify the thermal expansion stress to theCode B31.3 allowable for displacement stress, "Sa".
SEISMIC STRESSES:
The jumper piping has been categorized as Safety Class 3. However the pit structure isclassified as Safety Class 1 category. In order to perform Safety Class 3/1 analysis forthis investigation, dynamic response spectra analysis is performed using Safety class-1,"Fig 3" seismic response spectra (5% Damping) of SDC 4 .1 , Rev-12 (Ref.2). Thisresponse spectra is created in "AutoPipe" as "SC1" and used in this dynamic analysis.Autopipe qualifies seismic stresses as occasional stress with the code allowable 1.33S.
The Jumper Connectors are qualified in accordance with WHC-SD-236A-DA-002, Rev-0(Ref:22) Table 3.4 Acceptable piping loads. The acceptable axial force is limited toallowable seating forces for 50 ft-lb torque of Table 3.3 assuming all the actual axialloads tend to un-seat connector assembly. This results in conservative analysis. Theacceptable loads are not increased by 1/3 as permitted on page-6 of Ref:22, which isconservative. The interaction of loads for critical connector is calculated (See page-7of this calculations) as specified on page-7 of Ref:22.
HYDRO-STATIC ANALYSIS: I Rev-2
The Jumper Assembly U11-A in pump pit, as a worst case basis, has been analyzed forHydro-Test pressure. The Hydro-Test pressures is considered as 490 psi which is 1.5 times ofthe design pressure 325 psi in accordance with ASME Code B31.3. The AutoPipe programcombines pressure load with gravity load to obtain Sustained stress and compares against Codeallowable for this category.
HNF-2475, Rev. 0PageB-8
ICF KAISER caic No. W320-27-029HANFORD COMPANY Revision No. 0
DESIGN ANALYSIS Page No. 4 of 10
client WESTINGHOUSE HANFORD COMPANY wo/Job No. ER4319 niename.-AY02E.WPsubject AY FARM - JUMPER STRESS ANALYSIS Date 8/31/95 By: M.M. AhmedPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked 9/1 1/95 BV: M. K. PalLocation: C TANK FARM - 200 W. Revised By:
: ft--Rev-1 By.- M.M. Ahmed 7/12/96Checked By: D.L. Stone 7/15/96 Checked By:
The following describes the modelling and analysis techniques unique to individual jumpers.
JUMPER U2-A, SLUICE PIT
Jumper U2-A includes the piping extending from the Tank 102 AY Submersible Pump AssembI'nozzle (A) to the Tank 102 AY Booster Pump, and from the Booster Pump to the Transfer Linenozzle (U-2). The "Frame" feature of the "Autopipe" program has been used to assimilate theBooster Pump Assembly in order to consider the adequate stiffness of the pump in the system.The weight of the pump and motor is imposed at locations corresponding the centers of gravityof the pump and motor. The seismic stabilizer is represented in the model by Channel steelC3x4.1 that connect to the lifting frame sub-assembly and anchored to the pit wall. I Rev-1
A Gravity support (Y-stop) has been modeled directly below the pump assembly which is seatedon concrete pedestal. I Rev-1
Weight of instrumentation has been applied at the instrument center on the pipe with flangesinput as 300# ANSI rated in accordance with the 325 psig design pressure.
Because Autopipe does not provide an eccentric reducer component, the eccentric reducers aremodeled as concentric reducers.
JUMPER U11-A, PUMP PIT 1 Rev-2
The density/Flow/Temperature Sensor has been modelled as rigid section because it is relatively rigidcompared to pipe section. The weight of the Sensor is equally divided and imposed at three locationswhere it is supported by the structural steel members.
Since three way valve can not be modelled in AutoPipe, it has been modelled as three separate valveswith one third of weight of the 3" 3-Way- Ball Valve.
The jumper supporting dunnage steel is modelled as the Frame members. The Guide and Y-stop supportsare modelled at proper locations. Since AutoPipe can not perform Non-Linear dynamic analysis, Y-stopis not considered in Seismic Response Spectra analysis.
PIPING LOADS AT BUILDING PENETRATION ANCHORS I Rev-2
The Pipe Nozzle (U-2 & U-11) Loads at Building Penetrations are summarized on page no:8.
HNF-2475, Rev. 0Page B-9
ICF KAISER Caic No. W320-27-029HANFORD COMPANY Revision No. , 0 - 3
DESIGN ANALYSIS Page No. 5 of 10
Client WESTINGHOUSE HANFORD COMPANY wo/Job No. ER4319 Fiiename:AY02E.WPsubject AY FARM - JUMPER STRESS ANALYSIS Date 8/31/95 By: M.M. AhmedPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked 9/11/95 By: M. K. PalLocation: C TANK FARM - 200 W. Revised By:
Rev-1 By: M.M. Ahmed 7/12/96 Rev-2, By: W- . L"*"^- 3.12 .37Checked By: D.L. Stone 7/15/96 Checked Bv:~7)< <£?&> H-lt-'??
ASSUMPTIONS: I Rev-1
1. It is assumed that the lifting bail and structural steel assemblies designed to supportthe jumper piping during installation will be supported by the jumper during operation.
2. ISB jumper connectors data considered in analysis is compatible with the PUREX connectorused.
3. Building structures and tank nozzles are structurally adequate to withstand pipe loads.
REFERENCES:
1. ASME Code B31.3 and B31.3a-1994 Addenda for "Chemical and Petroleum Refinery."
2. SDC 4 .1 , Rev. 12, "Standard Architecture & Civil Design Criteria."(Vo^d fW^J PtecA.cc * 131-.2.I5. I I 1*7, Oei'j" Lt»Ai '(<•' fac\\,tj, ")
3. WHC-SD-W320-FDC-001, Rev-/. "Functional Design Criteria for Tank 241-C-106 WasteRetrieval, Project W-320". 4̂
4. WHC-SD-WM-SEL-033, Rev-1, "Safety Equipment List for 241-C-106 Waste RetrievalProject W-230"
5. Construction specifications W-320-C5, Rev-0 , Section 15493 for piping materials.
6.Construction Specification No: B-131-C1, Section 1 5415 for piping materials.
7. Calculation No: W-030-011, Rev-1 for "Fouling factor and Corrosion rate."
8. Data Compendium, Bruce A. Castaing
9. Jumper Design Fabrication Drawings: H-2-32440-2 I Rev-1
10. DSI from C.D.Jones dated March 28, 1994 "Design Pressure for Slurry and Sluice Pumps"
11. Computer program "AutoPipe" Version 4.6 by "Engineering Design Automation."
12. Computer Program "EXCEL" Version 4.0, by Microsoft.
13. Crane Technical Paper No: 410, 22nd Printing-1986.
14. Ryerson Stock List and Data Book, 1985-86 Edition, Joseph T. Ryerson & Son, Inc.
HNF-2475, Rev. 0Page B-10
ICF KAISER Caic No. W320-27-029
HANFORD COMPANY Revision No. 0DESIGN ANALYSIS Page No. 6 of 10
Client WESTINGHOUSE HANFORD COMPANY WO/Job No. ER4319 Filename:AY02E.WPSubject AY FARM - JUMPER STRESS ANALYSIS Date 8/31/95 By: M.M. AhmedPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106 Checked 9/11/95 By: M. K. PalLocation: C TANK FARM - 200 W. Revised By:
Rev-1, Bv: M.M. Ahmed 7/12/96 Rev-2: By:Checked By: D.L. Stone 7/15/96 Checked Bv:
15. PBM Reference Book Sec. II (SP Series) and Sec. IV (MP Series), PBM, Inc.
16. Micro Motion, Inc. CMF300 Physical specifications. (Appendix-C)
17. Lawrence Pumps Inc. Vendor Dwg: 5 5 6 4 1 , Rev-2. (Appendix-C)
18. Red Valve Co. Inc., Vendor data on Series 40 Pressure Sensors. (Appendix-C)
19. Piping Arrangement and Detail drawings: H-2-818501 (2 Sheets) Rev-2, H-2-818503(3 Sheets) Rev-2 and ECN No: W-320-587. I Rev-2
20. Process Flow Diagrams: H-2-81 8558 H-2-81 8559, and H-2-818560 . •
2 1 . ASME/ANSI B16.5
22. WHC-SD-W236A-DA-002, Rev-0 "Stress Analysis of Single Port (ISB) Jumper Connectorsfor 2-, 3-, and 4-in Sizes".
23. Seismic Design White Paper Project W-320 Tank 241-C-106 Sluicing
24. Micro-Motion Inc. Product Catalog. I Rev-2
CALCULATIONS:
The calculations are documented in this package as shown below. I Rev-2
AutoPipe stress analysis results Appendices A & B
Jumper Connector load qualification Page-7
Pit Wall Anchor Loads Page-8
Jumper Piping 3D Isometric model for Autopipe Pages- 9 & 10
CONCLUSION: I Rev-2
The review of the "AutoPipe" summary results attached as Appendices to this calculationindicates that all pipe stresses are in compliance with the requirements of ASME Code B31.3requirements.
The Jumper qualification on page-7 indicates that ISB connectors are adequate for pipingloads. The Piping loads on Pit walls at piping penetrations are summarized on page 8.
HNF-2475, Rev. 0PageB-11
FLUOR DANIEL Calc No W320-27-029NORTHWEST INC. R**\sim: 3
DESIGN A N A L Y S I S p^ NO.: £* of / OClient: Numatec WO/Job No.: ER4319/W-320
Subject: AY Farm Jumper Stress Analysis Date: n / ^ ^ / . Br- K ̂ vProjectW-320 Waste Retrieval for Tank 241-C-106 checked: 3 . , 3 .q g By: f
Location: AY Tank Farm 200 East Area Revised: By:
Rev. 3
CONCLUSION (CONTINUED)
Rev. 3 of this calculation verified the analysis against the as-built conditions (ao oM1/g1<07). The analysisincludes the weights of valves, flow meters, and pressure sensors. These weights are not critical to theresults of the analysis. Therefore, any differences between the weights used in the analysis and the approvedvendor data are negligible. There are minor dimensional differences (+ 2") between the Autopipe models andthe as-built conditions, however, these differences are also negligible.
HNF-2475, Rev. 0FONW CALCULATION SHEET P 0ftB 19 W320-OI6.WPD
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD COMPANYSubject AY FARM - JUMPER STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241-C-106Location: C TANK FARM - 200 W.
CaicNo. W320-27-029
Revision No. 0Page No. 7 of 10
WO/Job No. ER4319 Filename:AYO2E.WPDate 8/31/95 By: M.M. AhmedChecked 9/11/95 By: M. K. PalRevised By:
Rev-1. Bv: M.M. Ahmed 7/12/96Checked Bv: D.L. Stone 7/1 5/96
Rev-2, Bv:Checked By
ISB JUMPER CONNECTOR LOADS QUALIFICATION I Rev-2
CONNECTORLOCATION
SLUICE PITConnector A
Connector U-2
PUMP PITConnector U-11
Connector A
AUTO PIPEFILE NAME& NODE
AY02E-R2AOKN)
B10(F)
AY02A1R2AY02A2R2A04IN)
A19(F)
Connector Allowable loads
SIZE
4 "
4 "
4 "
4 "
4 "
CONNECTOR ACTUAL LOADSloads/ ALLOWABLE LOADS
AxialX
(Ibsl
399
1061
135
566
6310
ShearY
(lbs)
547
258
348
144
2220
ShearZ
(lbs)
3 1 0
179
2 3 4
144
2220
TorsionMx
(ft-lb)
26
22
62
35
780
1 Rev-2
BendMy
(ft-lb)
20
304
161
151
1170
BendMz
(ft-lb)
81
128
212
5 5 2
1170
REFNO:
APDX-B
APDX-B
APDX-AGR + T1+RESP
APDX-A
Ref: 22
SEATING FORCES BETWEEN CONNECTOR & NOZZLES:
The axial allowable load considered in table above are limited to seating forces for 4" Connectorsfor 50 ft-lb (pre-load) torque as specified in Table 3.3(Ref:22). Since the actual axial forces are less thanthe allowable seating forces, the connector wilf not be un-seated from the nozzle.
INTERACTION OF SHEAR. TORSION AND BENDING:
I = fyz/Fyz + [mx]/Mx + myz/Myz < 1.0 Ref:22, page-7
Review of actual loads and allowable loads in the table above indicates that the Connector-A
in the Pump Pit is more critical for interaction. I Rev-2
fyz = 204 lbs (SRSS of fy = 144 &fz = 144)
myz = 572ft-lbs (SRSS of my=151 &mz=552)
I = 204/2220 + 35/780 + 572/1170
I = 0.63 < 1.00 As such Jumper Connectors are adequate. HNF-2475, Rev. 0Page B-13
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Client WESTINGHOUSE HANFORD COMPANYSubject AY FARM - JUMPER STRESS ANALYSISPROJECT W-320 WASTE RETRIEVAL for TANK 241 -C-106Location: C TANK FARM - 200 W.
CaicNo. W320-27-029
Revision No. 0
Page No. 8 of 10
WO/Job No. ER4319 Filehame:AY02E.WPDate 8/31/95 By: M.M. AhmedChecked 9/11/95 By: M. K. PalRevised By:
PIT WALL ANCHOR LOADS I Rev-2
NOZZLE ORIENTATION LOADCASES
LOADS (FORCES IN POUNDS & MOMENTSIN FT-LBS)
Fx . Fy Fz Mx My Mz
REF:
U-11PUMPPITAY-02A
Thermal 63 390 52 183 20 35 AY02A1R2A00
Seismic 205 102 90 209 200 27 AY02A2R2A00
Total 268 492 142 392 220 62
U-2SLUICEPITAY-02E
Thermal 125 865 157 449 63 387 AY02E-R2B12
Seismic 102 86 125 94 53 68 SAME
Total 227 951 282 543 116 455
Notes:
1. Seismic Loads could be positive or negative.
2. Thermal loads specified are the algebric sum of gravity and thermal loads.
3. Total loads specified are the absolute sum of thermal and seismic loads disregarding the signs.
HNF-2475, Rev. 0Page B-14
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Calc No. W320-27-029
Revision No. 0
Page No. 9 of 10
Client WESTINGHOUSE HANFORD C O M P A N Y wo/Job No.ER4319 Fiiename:AY02E.WP
Subject AY FARM-JUMPER STRESS ANALYSIS Date 8 / 3 1 / 9 5 By: M. M. A h m e dPROJECT W-320 WASTE RETRIEVAL FOR TANK C-106 Checked 9 / 1 1 / 9 5 By: M. K. Pal
Location C T A N K FARM - 2 0 0 W . Revised By:
Rev-2, By: L - OkS^*_,2.<j7Checked By: M-f^€^> 3'/Z'i7
JUMPER ASSEMBLY PUMP PIT: AY-02A-U11-A
DWG: H-2-818501ACAD FILE: AY02AIAPIPE FILE: AY02A1R2
& AY02A2R2PREPARED BY:MM AHMED
CHECKED BY:Dl. STONE
rNOTES: 1. THREE WAY VLAVE IS MODELLED ASTHREE VALVES EACH WEIGHING 22 Lbs.2. FLOW METER'S WEIGTH 153# IS IMPOSED ATTHREE SUPPORT LOCATIONS.3. Y-STOP AT NODE " 7 " IS NOT CONSIDEREDFOR DYNAMIC ANALYSIS.
HNF-2475, Rev 0PageB-15
ICF KAISERHANFORD COMPANY
DESIGN ANALYSIS
Calo No. W320-27-029
Revision No.*&-S>
Page No. 1 0 of 1 0
Client WESTINGHOUSE HANFORD COMPANY wo/Job No.ER4319 Fiiename:AY02E.WPSubject AY FARM-JUMPER STRESS ANALYSIS Date 8 /31 /95 By: M. M. Ahmed
PROJECT W-320 WASTE RETRIEVAL FOR TANK C-106 Checked 9 /11 /95 By: M. K. Pal
Location C TANK FARM - 2 0 0 W . Revised By:
^ t ^ . ^ Rev-2, By: L--
PROJECT W-320: JUMPER ASSY FOR SLUICE PIT
PREPAREDCHECKED I
Vc,We. cf
Itowavtf,-ftie-
A03 4- /107
1. M. AHMEDL. STONE
REF: ECN 1V-320-380
ECN W - 3 2 0 - 5 8 7
DWG: B503AR2 REV-2
AUTOCAD: AY02E
AUTOPIPE: AY02E-R2
HNF-2475, Rev. 0Page B-16
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE*4.60 MODEL PAGE 3
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoP!PE+4.60 MODEL PAGE 4
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y Z PIPE ID DESCRIPTION
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y Z PIPE ID DESCRIPTION
*** SEGMENT AA00 Run 0A01 Flex 0
A03 Run 0A04 Bend 0
0 0 4"PIPE0 0.25
0 0.100 0.40
A05 Bend -0.17 -1.28
A06 Redu 0A07 Run 0A08 Bend 0
0 0.870 0.33 3»PIPE0 0.38
A09A10A11A12A13
A13AA14A15
A15AA16
RunTeeTeeRunValv
RunTeeValv
RunBend
0.380.771.830.770.96
0.160.100.10
0.160.98
00000
000
00
0 RIGID000 3"PIPE0
000
00
A16 F FarA17 Bend -0.25 -0.83
Wt= 137 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID Bend= 2080.0Z-Shear= RIGID Bend= 2080.0
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degHid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Long Elbow, Radius = 6.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
Rating = 300, Weight = 22 IbSurface factor = 4.40, SIF = 1.00
Rating = 300, Weight = 22 IbSurface factor = 4.40, SIF = 1.00
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 degHid point at 50.00 percentSIF • In 1.78, Out = 1.48Flex = 4.577
short Elbow, Radius = 4.00 inch
-0.67 -0.25 0
0 0 2.57
0 -0.40 0
A21A22
***A10801802
RunRun
SEGMENT ITeeRunBend
00
!0.98
00
-0-0
-1
.10
.25
.2800 •
220
00
.33 RIGID
.00
.71
B04A11
A14C01
C01AC02
RunTee
SEGMENTTeeValv
RunBend
00
C4.80
0
00
00
-1.280
00
-0.71-2.00
2.33 3"PIPE-0.10
-0.16-0.66
Bend angle change = 84.21 dogMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
short Elbow, Radius = 4.00 inchSend angle change = 90.00 degMid point at 50.00 percentSIF • In 2.56, Out = 2.13Flex = 7.908
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degHid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Ut= 139 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID Bend= 2080.0Z-Shear= RIGID Bend= 2080.0
Elbow, Radius = 6.00 inchBend angle change = 90.00 degSIF - In 1.00, out = 1.00Flex = 1.000
Elbow, Radius = 6.00 inchBend angle change = 90.00 degSIF - In 1.00, Out = 1.00Flex = 1.000
Rating = 300, Weight = 22 IbSurface factor = 4.40, SIF = 1.00
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 deg
AY02A1R2.0UT 3-12-97 9:03a Page 2 of 23
AY02A1R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A JUMPER
POINTNAME
C03C04C05
C06
C07
TYPE
ReduRunBend
Send
Run
P O I N T
241-CHYDRO
0 A
----OFFSETS (ft )
X Y
0 0.380 0.290 0.48
-0.50 0
0 0
Total weight of empty pipes
Z
000
0
0.96
: 132
-106 SLUICINGSTATIC ANAL.
T A L I S T
FLUOR DANIELAutpPIPE+4.60
I N G
PIPE ID DESCRIPTION
Mid point at 50.00SIFFlex
2"-PIPELong
In 1.78, Out= 4.577
Elbow, RadiusBend angle change =Mid point at 50.00SIFFlex
LongBendMidSIFFlex
Ib
In 1.73, Out= 4.404
Elbow, Radiusangle change =joint at 50.00In 1.73, Out
= 4.404
NORTHWEST, INC.MODEL PAGE 5
percent= 1.48
= 3.00 inch90.00 degpercent= 1.44
= 3.00 inch90.00 degpercent= 1.44
AY02A1R203/12/97
POINT -NAM
***A00
A01A03A04A04A04A04A05A05A05A05A06A07A08A08A08A08A09
A10
A11
A12
A13
PROJECT W-320AY-02A-U11-A
C O H
--COORDINATEDX
SEGMENT
N
MFN
MF
N
MF
A13AA14
A15A15AA16A16A16A16A17A17A17A17A18A18A18
N
HFN
MFN
H
0.
0.
A00
000.000.000.-0.-0.-0.-0.-0.-0.-0.-0.-0.-0.-0.0.0.
0.
2.
3.
444
4
0001041017151717171717062121
98
81
58
547080
905.065.666566
04930404
6.04
55555
9676683746
\
t
tCCc•c•c-c----
--
---
.00
.00
.00
.00
.00
.10
.33
.78
.28
.13
.28
.28
.28
.28
.28
.28
.28,28
.28
.28
.28
.28
.28
.28
.28
.28
.28
.28
.31
.39
.44
.53
.54
.64
.66
.78-1.75
:TANKJUMPER
P O
j
Z
0
0
N E
00
250.350.42000
756575
0.75001
759025
1.621.951.952222
2
33223333
33
2.33
2
222
2222211111111
33
333333
333333332297795058505050.60
241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.HYDRO STATIC ANAL. AutoPIPE*4.60 MODEL PAGE 6
N T
DATATYPE
ANCHOR
TI
TI
TI
FLANGE
FLANGE
TEE
TEE
FLANGE
FLANGE
TEE
WEIGHT
TI
TI
TI
D A T A L I S T I N G
DESCRIPTION
RigidThermal movements : None
Weld neck SIFRating = 300, Weight =Weld neck SIFRating = 300, Weight =B16.9 welding teeSIF - In = 1.00, Out =B16.9 welding teeSIF - In = 1.00, Out =Weld neck • SIFRating = 300, Weight =Weld neck SIFRating = 300, Weight =
B16.9 welding teeSIF - In = 1.22, Out =5 Ib , No offsets
= 1.0015 Ib= 1.0015 Ib
1.00
1.00= 1.00138 Ib= 1.00138 Ib
1.30
AY02A1R2.OUT 3-12-97 9:03a Page 3 of 23
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 7
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 8
C O M P O N E N T D A T A L I S T I N G
POINT ---COORDINATE(ft )--- DATANAME X f Z TYPE DESCRIPTION
C O M P O N E N T D A T A L I S T I N G
POINT ---COORDINATECft )--- DATANAME X Y Z TYPE DESCRIPTION
A18A19A19A19A19A20A21A22
••»A10
801
FN
MF
5.375.375.375.375.375.375.375.37
SEGMENT B0.98
0.96
-1.78•1.78-1.78-1.88•2.11•2.18-2.28•2.53
-1.28
-1.28
1.833.744.073.974.074.074.074.07
2.33
4.33
C06 NC06C06 MC06 FC07
4.55 -0.134.304.374.304.30
•0.13-0.13-0.13-0.13
1.411.41 TI1.481.662.37 WEIGHT 35 1b
B02B02B02B03B03B03B04
N
FN
F
0.980.981.482.312.812.812.81
-1.28•1.28-1.28-1.28•1.28-1.28-1.28
4.545.045.045.045.044.544.33
2.81 -1.28 2.33 TEE
ANCHOR RigidThermal movements : None
TEE B16.9 welding teeSIF - In = 1.00, Out = 1.00
GUIDE ID : B01 1, Connected to 9Stiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.30Gaps set Weightless
TI
ID : B04 1, Connected to 5Stiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.30Gaps set WeightlessB16.9 welding teeSIF - In = 1.00, Out = 1.00
number of points in the system : 73
*** SEGMENT CA14
C01C01AC02 NC02C02 MC02 FC03C04C05 NC05C05 MC05 F
4.80
4.804.804.804.804.804.804.804.804.804.804.734.55
•1.28
-1.28-1.28-1.28-1.28-1.17•0.90-0.90-0.61-0.38•0.13-0.20-0.13
2.33 TEE
2.232.071.781.41 TI1.521.411.411.411.411.41 TI1.411.41
B16.9 welding teeSIF - In = 1.22, Out = 1.30
AY02A1R2.0UT 3-12-97 9:03a Page 4 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 9
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 10
^
P I P E D A T A L I S T I N G
Pipe ID/ Nom/ 0.0. Thickness(inch) Spec UeightClb/ft )Material Sch inch W.Th. Corr Hill Insu Ling Grav Pipe Other Total
4"P!PE 4 4.500 0.237 0.06 0.03 0 0 1.20 11.04 0 17.66A312-TP304L STD
3"PIPE 3.000 3.500 0.216 0.06 0.03 0 0 1.20 7.75 0 11.60A312-TP304L STD
2"-PIPE 2.000 2.375 0.154 0.06 0.02 0 0 1.20 3.74 0 5.48A312-TP304L STD
M A T E R I A L D A T A L I S T I N G
Material Density Pois. Temper. Modulus Expans. Allow.Name Pipe ID Ib/cu.ft Ratio deg F E6 psi in/100ft psi
A312-TP304L 4"S>!PE
A312-TP304L 3"PIPE
A312-TP304L 2"-PIPE
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
AY02A1R2.OUT 3-12-97 9:03a Page 5 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 11
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 12
FRAME POINT DATA LISTING
POINT ---COOROlNATECft )--- DATANAME X Y Z TYPE DESCRIPTION
BEAM DATA LISTING
BEAMID
M1
H2
H3
M4
MS
M6
M7
M8
M9
M10
Mil
M12
M13
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
;FromTor
FromTo
FromTo
POINTNAME
A091
12
23
34
4. A12
35
56
67
78
89
910
5B05
9B01
LENGTH(ft )
0.58
0.77
1.83
0.77
0.58
2.00
1.00
0.92
0.91
1.00
2.00
0.58
0.58
SECTION 10/MATERIAL ID
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4 "A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
BETAANGLE
RIGID RELEASEEND(ft) Ax Y-Y 2-2
A091234A12567
89B0110805
0.210.210.982.813.583.582.812.811.89
0.980.980.980.982.81
-1.28-0.70-0.70-0.70-0.70-1.28-0.70-0.70-0.70
-0.70-0.70-1.28-0.70•1.28
2.332.332.332.332.332.334.335.335.33
5.334.334.332.334.33
WEIGHT
WEIGHTWEIGHT
Y-STOP
WEIGHT
51 Ib
8 Ib51 Ib
10 : 7Gap-BeloiFrictionGaps set51 Ib
, No offsets
, No offsets, No offsets
1, Connected to Groundi = 0.00, Above = 0.50 inch= 0.30Weightless, No offsets
0.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
NN
NN
NN
NN
NN
NN
AY02A1R2.0OT 3-12-97 9:03a
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE*4.60 MODEL PAGE 13
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL.
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 MODEL PAGE 14
CROSS SECTION LISTING
Section ID AreaCsq.in )ID Axial Y-Shear Z-Shear
Inertia (in"*4 )Torsion Y-Y Bend Z-Z Bend
MATERIAL ID
A36
•BEAM MATERIAL LISTING
Elastic Yield Ultimatemodulus Poissons Stress Density Expansion stressE6 psi ratio psi Ib/cu.ft E-6 /F psi
Ar02A1R2.0Ur 3-12-97 9:03a Page 7 of 23
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 MODEL PAGE 15
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL.
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE t
TEMPERATURE AND PRESSURE DATAC A S E 1 C A S E 2 C A S E 3
POINT PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN.NAME psi deg F in/IOOft psi deg F in/WOft psi deg F in/100ft
***AOOA07A09A12A16A22
***A10A11
•*•A14C04C07
SEGMENT A490490490490
F 490490
SEGMENT B490490
SEGMENT C490490490
180180180180180180
180180
180180180
1.5441.544•0.0001.5441.5441.544
0.0000.000
1.5441.5441.544
A N A L Y S I S S U M M A R Y
Current model revision number : 5
Static - Date and Tirrte of analysis Mar 12, 1997 9:02 AMMode 1 Rev ? s i on Number 5Number of Load cases 2Load cases analyzed GR T1Gaps/Friction/Yielding considered YesToterance - Force, Displacement tOO.OO tb 0.0162 inFriction - Factor, tolerance 1.00 0.10Hanger design run NoCut short included NoOccasional load analysis type NonlinearNon-linear analysis summary file .. AY02A1R2.LOGBase load cases for nonlinear analysis
GR = NoneT1 = GR
Weight of contents included YesPressure stiffening case 0Water elevation for buoyancy loads Not considered
AY02A1R2.OUT 3-12-97 9:03a Page S of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 2
AY02A1R2 PROJECT H-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 3
CO to
CODE COMPLIANCE COMBINATIONS
Combination Category Method Load Factor Allowable Remarks
GR * Hax P
Cold to T1
Hax P
Sustain
Expansion
Hoop
Sum
Sum
GraMax
vityLong
Thermal 1
Max Hoop
11
1
1
.00
.00
.00
• op
Automatic
Automatic
Automatic
Default
Default
Default
OTHER USER COMBINATIONS
Combination Method Load Factor Remarks
GR Sum . Gravity 1.00 ' Default
T1 Sum Thermal 1 1.00 Default
GR+T1 Sum Gravity 1.00 UserThermal 1 1.00
CODE COMPLIANCE
Y - Factor 0.40Weld efficiency factor 1.00Range reduction factor 1.00Design Pressure Factor 1.00Minimum stress ratio used in reports... 0.00Include corrosion in stress calcs YInclude torsion in.code stress NInclude axial force in code stress NLongitudinal pressure calculation P0/<itInclude rigorous pressure Not analyzed
D I S P L A C E M E N T S
Point Loadname combination
*** Segment A begin *
TRANSLATIONS (in )X Y 2
ROTATIONS (deg )X Y 2
A00
A01
A03
A04
A04
A04
A05
A05
A05
A06
A07
N
M
F
K
M
F
GRT1
HT1
GRT1GR+T1
GRT1
GRT1GR+T1
GRT1GR<
GRT1
GRT1GR-
-T1
>T1
•T1
GRT1GR+T1
GR
n
GRT1
I-T1
GRT1GR+T1
0.0000.0000.000
0.0000.0000.000
0.0000.0000.000
0.0010.0000.000
0.0000.0010.001
0.0050.0020.007
0.0160.0030.019
0.0240.0040.027
0.0250.0040.029
0.0230.0030.026
0.0210.0030.023
0.0000.0000.000
0.0000.0000.000
0.0000.0000.000
-0.0010.000-0.001
-0.002-0.002-0.004
-0.002•0.005-0.008
-0.001-0.012-0.013
-0.001-0.018-0.018
-0.001-0.020-0.021
-0.002-0.019-0.021
-0.002-0.019-0.021
0.0000.0000.000
0.0000.0040.004
0.0000.0040.004
0.0000.0050.005
-0.0010.0080.008
-0.0020.0100.008
-0.0040.0100.005
-0.0060.0120.006
-0.0060.0170.011
-0.0060.0230.017
-0.0060.0280.022
0.0000.0000.000
0.0010.0000.001
0.0340.0010.035
0.0340.0010.035
0.0340.0020.035
0.0290.0020.031
0.0280.0020.O3O
0.021-0.0010.020
0.009-0.0040.005
0.006•0.0040.002
•0.001•0.004-0.005
0.0000.0000.000
0.0010.0000.000
0.024-0.0050.019
0.024-0.0050.019
0.026-0.0040.022
0.027-0.0030.024
0.028-0.0020.025
0.0280.0010.029
0.0290.0070.036
0.0290.0090.038
0.0290.0110.040
0.0000.0000.000
0.0000.0000.000
-0.109-0.007-0.117
-0.109-0.007-0.117
-0.109-0.007-0.117
-0.112-0.005-0.117
-0.113-0.005-0.118
-0.1190.002-0.117
-0.1210.006-0.115
-0.1230.008-0.115
-0.1260.011-0.115
AY02A1B2.0UT 3-12-97 9:03a Page 9 of 23
AY02A1R2 PROJECT tf-320: TANK03/12/97 AV-02A-U11-A JUMPER
Pointname
A08 N
Loadcombinati
GRTlGR+T1
241-C-HYDRO
D I S P L A
TRANSLATIONSon X Y
-0.021-0.003-0.023
-0.002-0.019-0.021
106 SLUICINGSTATIC ANAL.
C E M E N T S
(in )
z•0.0060.0280.022
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 4
ROTATIONS (deg )X Y Z
-0.001-0.004-0.005
0.029 -0.1260.011 0.0110.041 -0.115
AY02A1R2 PROJECT U-32003/12/97 AY-02A-U11-A
Point Loadname combination
: TANKJUMPER
241-C-106 SLUICINGHYDRO STATIC ANAL.
D I S P L A C E M E N T S
TRANSLATIONS (in )X Y Z
A16 N GR -0.018T1 0.037GR*T1 0.019
-0.120 -0.0470.014 -0.023•0.106 -0.070
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 5
ROTATIONS (deg )X Y Z
-0.120-0.009-0.129
0.035 -0.0570.035 0.0200.070 -0.037
GR71GR+T1
GRT1GR+T1
•0.0190.000
•0.019
-0.0180.005
•0.013
•0.004-0.018-0.022
-0.009-0.017-0.026
-0.007O.O320.025
-0.009O.O310.022
-0.043-0.008-0.050
-0.064-0.011-0.075
0.0310.0300.061
0.0330.0490.082
-0.1190.017
-.0.102
-0.1110.028
-0.083
GRT1GR*T1
GRT1GR+T1
A09
A10
All
A12
A13
A13A
A14
A15
A15A
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
-0.0180.005•0.013
-0.0180.005•0.013
-0.0180.005-0.013
-0.0180.005•0.013
-0.0180.0200.002
•0.0180.0220.004
•0.0180.0240.006
•0.0180.0260.007
-0.0180.0280.010
•0.009-0.017-0.026
•0.027•0.012-0.039
-0.070-0.001-0.071
-0.0880.003-0.085
•0.1060.009-0.097
•0.1080.009-0.098
•0.1090.010-0.099
•0.1110.010-0.100
•0.1130.011-0.102
-0.0090.0310.022
-0.0140.0230.009
-0.0270.004-0.022
-O.O32-0.004-0.036
-0.039-0.013-0.052
-0.040-0.015-0.055
-0.041-0.016-0.056
-0.041-0.016-0.058
-0.042-0.018-0.060
-0.065-0.011-0.075
-0.065-0.011•0.075
-0.065-0.011•0.075
-0.045-0.011-0.075
-0.095-0.010-0.105
-0.095-0.O1O-0.105
-0.099-0.010•0.108
-0.102-0.010-0.111
•0.102•0.010-0.111
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0340.0440.078
0.0340.0440.078
0.0340.0430.077
0.0340.0420.076
0.0340.0420.076
-0.1110.028•0.083
-0.1110.028-0.083
-0.1110.028-0.083
-0.1110.028-0.083
-0.0700.025-0.045
-0.0700.025•0.045
-0.0670.025-0.042
-0.0640.024-0.040
•0.0640.024-0.040
A17
A17
A17
A18
A18
A18
A19
A19
A19
N
M
F
N
M
F
N
M
F
GRTlGR+T1
GRT1GR+T1
GRT1GR*T1
GRT1GR+T1
GRT1GR+T1
GRTlGR+T1
GR 'TlGR+T1
GRT1GR+T1
GRT1GR+T1
-0.0190.0410.022
-0.0220.0430.020
-0.0250.0430.018
-0.0280.0420.014
-0.0300.0400.009
-0.0310.0380.008
-0.0300.0340.004
-0.02S0.0300.003
0.0010.0050.006
0.0030.0020.005
0.0010.0000.002
-0.1260.014
-0.112
-0.1360.013
•0.123
-0.1420.011
•0.131
-0.1490.009
-0.140
-0.1500.007
-0.143
-0.1490.006
•0.143
-0.1410.005
-0.136
-0.1270.004
-0.122
-0.0180.009
-0.008
-0.0050.0080.004
0.0000.0050.005
•0.048-0.026-0.074
-0.046-0.030-0.076
-0.044-0.032-0.077
-0.040-0.036-0.076
-0.033 .-0.038-0.071
-0.031-0.038-0.069
-0.025-0.038-0.063
-0.021-0.035-0.057
-O.O21-0.006-0.027
-0.016•0.002-0.018
-0.0050.000
-0.005
-0.134-0.012-0.146
-0.171-0.016•0.188
-0.174-0.016-0.191
-0.203-0.015-0.218
-0.220-0.010-0.230
-0.222-0.011-0.232
-0.237-0.009-0.246
-0.266-0.012-0.277
-0.270-0.012-0.282
-0.242-0.009-0.251
-0.208-0.007-0.215
0.0340.0170.051
0.035-0.0030.032
0.035-0.0040.031
0.042-0.0170.025
0.055-0.0300.025
0.055-0.0300.024
0.067-0.0450.022
0.071-0.0590.012
0.071-0.0660.005
0.073-0.0660.006
0.075-0.0660.009
-0.0660.011
-0.054
-0.0790.010
-0.069
-0.0800.009
-0.071
-0.075O.O11
-0.064
-0.0690.010
-0.060
-0.0690.009
-0.060
-0.0750.004
-0.071
-0.0810.001
-0.080
-0.069-0.002-0.071
•0.066•0.003-0.068
-0.058-0.003-0.061
AY02A1R2.0UT 3-12-97 9:03a Page 10 of 23
AY02A1R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
Point Loadnam
A20
A21
A22
***
***
A10
B01
B02
802
B03
B03
B04
A11
combination
GRT1GR*T1
GRT1GR*T1
GR. T1GR+T1
Segment A end
Segment 8 begin
GRT1GR*T1
GR. T1
GR+T1
N GRT1GR+T1
F GRT1GR+TI
N GRT1GR+T1
F GRT1GIHT1
GRT1GR*T1
GRT1GR*T1
Segment B end
D I S
241-C-106 SLUICINGHYDRO STATIC ANAL.
P L A C
TRANSLATIONS (X
0.0010.0000.001
0.0000.0000.000
0.0000.0000.000
***
***
-0.0180.005-0.013
-0.0050.0260.021
-0.0030.0280.025
0.0000.0330.033
0.0000.0330.033
-0.0030.0280.025
-0.0050.0260.021
-0.0180.005-0.013
Y
0.0000.0040.004
0.0000.0040.004
0.0000.0000.000
-0.027-0.012-0.039
0.000•0.008-0.008
0.003-0.007-0.004
-0.002-0.003•0.005
-0.0210.002-0.020
-0.0400.004-0.036
-0.0430.003-0.040
-0.070-0.001-0.071
E I E I T S
n )Z
-0.0020.000-0.002
0.0000.0000.000
0.0000.0000.000
-0.0140.0230.009
-0.0140.0230.009
-0.0140.0230.009
-0.0180.0180.000
-0.0230.010-0.014
-0.0270.004•0.022
-0.0270.004-0.022
-0.0270.004-0.022
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 6
ROTATIONS Cdeg )X
•0.207-0.007-0.214
-0.0040.000-0.004
0.0000.0000.000
-0.065•0.011•0.075
-0.065-0.011-0.075
-0.065-0.011-0.075
•0.065-0.011-0.075
-0.065-0.011-0.075
-0.065-0.011•0.075
-0.065-0.011-0.075
-0.065-0.011-0.075
Y
0.075-0.0660.009
0.0000.0000.000
0.0000.0000.000
O.O330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
0.0330.0490.082
Z
-0.057-0.003-0.061
-0.0010.000-0.001
0.0000.0000.000
-0.1110.028-0.083
-0.1110.028-0.083
-0.1110.028•0.083
-0.1110.028-0.083
-0.1110.028-0.083
-0.1110.028-0.083
-0.1110.028-0.083
-0.1110.028-0.083
AY02A1R2 PROJECT U-320: TANK03/12/97_ AY-02A-U11-A JUMPER
Pointname
Loadcombination
*** Segment C begin
A14
C01
C01A
C02 N
C02 «
C02 F
C03
C04
C05 N
C05 M
C05 F
•
GRT1GR+TI
GRT1GR+T1
GRT1GR+T1
GRTlGR+T1
GRT1GR+T1
GRT1GR+T1
GRTlGR+T1
GRT1GR+T1
GRT1GR+T1a
GRnGR+T1GRT1GR+T1
D I S
241-C-106 SLUICINGHYDRO STATIC ANAL.
P L A C
TRANSLATIONS (X
***
-0.0180.0240.006
•0.0190.0230.004
-0.0200.0220.001
-0.0220.019•0.003
-0.0230.016-0.007
-0.0200.014-0.006
-0.0200.014-0.006
-0.0160.012-0.004
-0.0130.011•0.002
-0.0110.009-0.002
-0.0100.006-0.004
Y
-0.1090.010-0.099
-0.1110.010-0.102
-0.1150.009-0.105
-0.1210.009-0.112
-0.1260.010-0.116
-0.1280.014-0.114
;0.1280.014-0.114
-0.1280.018•0.110
-0.1280.022-0.106
-0.1270.024-0.1O3
-0.1260.025-0.101
E H E N T S
n )Z
-0.041-0.016-0.056
•0.041-0.017 •-0.058
•0.041-0.020-0.060
-0.041-0.024-0.065
-0.043-0.028•0.071
-0.048-0.030-0.079
-0.048-0.031-0.079
-0.054-0.031-0.085
-0.058-0.032-0.089
-0.060-0.031-0.091
-0.060-0.030-0.090
FLUOR DANIEL NORTHWEST. INC.AutoPIPE+4.60 RESULT PAGE 7
ROTATIONS (deg )X
-0.099•0.010-0.108
-0.099-0.010•0.108
-0.099-0.010-0.108
-0.099-0.010-0.108
-0.095-0.010-0.105
-0.091•0.010-0.101
-0.091-0.010-0.101
-0.089-0.010-0.099
-0.085-0.010-0.095
-0.073-0.010-0.083
-0.068-0.010-0.077
Y
0.0340.0430.077
0.0340.0430.077
0.0340.0430.077
0.0340.0430.077
0.0340.043,0.078
0.0350.0430.079
0.0350.0430.079
0.0350.0430.079
0.0350.0430.079
0.0380.0430.082
0.0410.0430.085
Z
-0.0670.025-0.042
-0.0670.O25-0.042
•0.0670.025-0.O42
-0.0660.025•0.041
-0.0650.025-0.040
-0.0630.025-0.038
-0.0630.025-0.038
-0.0610.025-0.036
-0.0590.025-0.034
-0.052O.O25-0.027
-0.0470.025•0.022
Af02A1R2.0t/r 3-12-97 9:03a Page 11 oi 23
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PACE I
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 9
D I S P L A C E M E N T S
Pointname
C06
C06
C06
C07
...
A09
1
2
3
4
A12
5
6
N
M
F
Loadcombination
GRT1GR*T1
GRTlGR+T1
GRT1GR+T1
GRTlGR+T1
Segment C end
GRT1GR*T1
GRT1GR*T1
GRTlGR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR*T1
GRT1GR+T1
TRANSLATIONS (in )
x r z-0.0100.006•0.005
-0.0100.004-0.006
•0.0080.004-0.004
-0.0020.0110.009
-0.0180.005-0.013
-0.0050.002-0.003
-0.0050.002-0.003
-0.0050.002-0.003
-0.0050.002-0.003
-0.01B0.005•0.013
0.0090.0220.032
0.0160.0330.049
-0.1260.024-0.101
-0.1230.024-0.099
-0.1200.024-0.097
-0.113O.O25-0.088
-0.009-0.017-0.026
-0.009-0.017-0.026
-0.028-0.012-0.040
-0.071-0.001-0.072
-0.0880.003-0.085
-0.0880.003-0.085
-0.0430.003-0.040
-0.0210.005-0.016
•0.060-0.030•0.090
-0.058-0.027-0.085
-0.058-0.024-0.081
-0.058-O.013-0.070
•0.0090.0310.022
-0.0170.0300.013
•0.0220.0220.000
-0.0350.003-0.032
-0.040-0.005-0.045
-0.032-0.004-0.036
-0.0350.003-0.032
-0.0350.003-0.032
ROTATIONS (degX Y
-0.068-0.010-0.077
-0.062-0.010
. -0.071
-0.052-0.010-0.062
-0.048-0.010-0.058
-0.065-0.011-0.075
-0.064-0.011-0.075
-0.061-0.011-0.072
•0.055-0.011-0.065
-0.065-0.011-0.075
-0.065-0.011-0.075
-0.091-0.011•0.102
-0.108-0.012-0.120
0.0410.0430.085
0.0410.0430.085
0.0410.0430.085
0.0410.0430.085
0.0330.0490.082
0.0320.0490.082
0.0330.0490.082
0.0330.0490.083
0.0330.0490.083
0.0330.0490.082
0.0340.0490.083
0.0340.0490.083
)Z
-0.0470.025-0.022
-0.0420.025-0.017
-0.0390.025-0.014
-0.0390.025-0.014
-0.1110.028-0.083
-0.1110.028-0.083
-0.1160.028-0.087
-0.1060.028-0.078
-0.1080.028-0.080
-0.1110.028-0.083
-0.1120.028-0.084
-0.1140.028-0.086
D I S P L A C E M E N T S
Point Load TRANSLATIONS (in )name combination X Y 2
ROTATIONS (deg )X Y Z
GRT1GR+T1
GRTlGR+T1
GRT1GR+T1
GRTlGR+T1
T1GR+T1
GRT1GR+T1
0.0160.0330.049
0.0160.0330.049
0.0090.0220.031
0.0050.0260.021
0.0050.0020.003
0.0040.0260.021
0.0000.0000.000
0.017-0.0050.011
0.000-0.008-0.008
0.000-0.008-0.008
-0.030-0.012-0.042
•0.0430.003 .-0.040
-0.0580.013-0.016
-0.0220.0220.000
•0.0220.0220.000
-0.0140.0230.009
-6.0220.0220.000
-0.0240.004-0.019
-0.097-0.011-0.108
-0.086-0.011-0.097
-0.067-0.011-0.078
-0.065-0.O11-0.075
-0.073-0.011•0.084
-0.091-0.011-0.102
0.0340.0490.083
0.0330.0490.083
0.0330.0490.083
0.0330.0490.082
0.0330.0490.083
0.0340.0490.083
-0.0990.028-0.070
-0.0830.029-0.055
-0.1100.028-0.082
-0.1110.028-0.083
-0.1100.028-0.082
-0.1120.028-0.084
AY02A1R2.OUT 3-12-97 9:03a Page 12 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING. FLUOR DANIEL HORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 10
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 11
Point/ Connect/ LoadSupp. ID Type Combina
S U P P 0
ion D im
downrghtforw
downleftforw
downrghtforw
downleftback
downrghtback
downleftback
down-Z
• +X
down+Z+X
down-Z•X
R T F
L 0 C AForce
26
1
26
47
1
48
146
2
147
0 R C E S
LDeform
0.0000.0130.008
0.0000.0030.001
0.0000.0100.009
0.0000.0140.008
0.0000.0030.001
0.0000.0100.009
0.0000.0280.016
0.0000.0130.033
0.0000.0160.049
GD i m
XYZ
XY2
XYZ
XYZ
XYZ
XYZ
XYZ
XY •2
XYZ
L 0 B AForce
-26
-1
-26
-47
-1
-48
-146
-2
-147
LDeform
-0.0130.0000.008
0.0030.0000.001
-0.0100.0000.009
-0.0140.0000.008
0.0030.0000.001
-0.0100.0000.009
0.0160.000
-0.028
0.0330.0000.013
0.0490.000
-0.016
R E S T R A I N T R E A C T I O N S
Point Loadname combination
MOMENTS (ft-lb )Y Z Result
B01 9B01 1 GuideStiff :RIGID
B04 5804 1 GuideStiff :RIGID
7 1 Y - StopStiff :RIGID
03 to
AY02A1R2.OUT 3-12-97 9:03a
AnchorGRT1GR+T1
AnchorGRT1GR*T1
GuideGRT1GR*T1
GuideGRT1GR+T1
Y - StopGRT1GR+T1
19-82•63
-198263
000
000
000
-42433
-390
-531-32
-563
-26-1
-26
-47-1
-48
-146-2
-147
0-52- 5 ? '
05252
000
000
000
424102399
532102569
261
26
471
48
1462
147
191-8
183
-4211
-420
000
000
000
54-3420
23-20
3
000
000
000
-33-2
-35
-112-31
-142
000
000
000
20135
187
43636
443
000
000
000
Page 13 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 12
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 13
Point Loadname combination
L O C A L
X
F O R C E S
FORCES ( I bY Z
M O M E N T S
MOMENTS (ft-lb )
L O C A L F O R C E S & M O M E N T S
Point Loadname' combination
FORCES (Ib )
Y 2 Result
MOMENTS (ft-lb >X Y Z Result
: Segment A begin '
) GRT1GR+T1
GRT1GR+T1
i GRT1GR+T1
, N GRT1GR+T1
, H GRT1GR+T1
1 F GRT1GR+T1
T1GR+T1
GRT1GR*T1
GRT1GR*T1
GRT1GR+T1
GRT1GR-JT1
05252
05252
05252
05252
19252
140
26722
245
25922
237
17852
126
05252
05252
05252
424-33390
282-33249
282-33249
•27622
-254
•192-21
-213
54-85-31
05252
17821
199
250-33217
243-33210
239-33205
19-82-63
19-82-63
' 19-82-63
•568530
•558530
0-52-52
53-85•32
52-85-33
19-82-63
19-82•63
19•82-63
424102 •399
283102262
283102262
282102261
277102256
273102252
264102244
258102238
251102231
244102225
239102221
332
35
332
35
332
35
332
35
531164
322961
322961
84-3846
102-108
•6
102-108
-6
102-108
-6
-5434
-20
-5014
-36
-485
•42
501
51
-11918
-66-4
-70
76-65
11
50-97-47
-31-77
-108
-24-107-131
-18-134-152
191-8
183
851
86
504
54
-25-6
-31
40-633
•5126
•25
•66•27•94
-103-43
-146
-189-32
-221
-280-20
-300
-360-9
-369
20135
187
10414
100
777
77
657
69
672374
903996
10677
112
142113160
217136246
299153328
374172399
GRT1GR<
GRT1GR<
GRT1
GRT1GR<
GRT1GR<
GRT1GR<
GRT1GR̂
GRT1GR-
GRT1GR-
GRT1GR-
GRT1GR-
GRT1GR-
•T1
•T1
•T1
-T1
HT1
»T1
»T1
HT1
H1
HT1
I-Tl
•-T1
05252
139481
198263
198263
498133
498133
489344
489344
528129
528129
198263
198263
-198263
-13218
232-33198
232-33198
132-3399
132-3399
201-32169
201-32169
203-31172
203-31172
-163-32
-194
-174-32
-206
239-33205
235-33202
05252
05252
25254
25254
04343
04343
15253
15253
• o5252
05252
239102221
236102218
232102214
232102214
141102117
141102117
207107180
207107180
210101182
210101182
164102211
175102221
102-108
-6
354-74280
449-4
446
449-4
446
451-4
447
451-4
447
213-6
207
213-6
207
256-9
247
256-9
247
256-9
247
256-9
247
3619
370
24674
319
-11-146-156
-11-145-156
-8-145-154
-7-105-112
-4-70-75
-495
-11-11-22
-102919
-102919
-107969
-18-134-152
-13-150-163
15-95-81
13•95-82
19-95-76
-83-69
-152
1-61-61
-367-3
-370
-365-10
-374
-52215
-507
-52515
-510
-36445
-318
376173400
431183455
450174479
450174479
451174479
458126485
21394
228
42411
424
44617
449
58134
564
58434
568
44591
409
AY02A1R2.OUT 3-12-97 9:03a Page 14 of 23
AY02A1R203/12/97
PROJECT U-320: TANK 241-CAY-02A-U11-A JUMPER HYDRO
I O C -
Point Loadname combination X
A13A
A14 •
A14 •
A15
A15A
A16 N
A16 M
A16 F
A17 N
A17 H
A17 F
A18 N
S"5 3IB too
GRT1GR*T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRTlGR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR+T1
GRT1GR*T1
GRT1GR+T1
GRT1GR+T1
A L F O R C
. FORCES (IbY
-198263
-198263
-198263
-198263
-198263
-198263
51' 2981
93-4052
93-4053
153-7182
134-6569
135-6569
•196-32-228
-198-32
-229
-283-32
-315
-285-32
-316
-307-32
-339
91-4050
78-86-8
-307-45
-353
122-6261
28-1910
-306-58
-364
05252
-106 SLUICINGSTATIC ANAL.
E S
)Z . Re
05252
05252
05252
05252
05252
-301-45-346
-304-45
-350
-198263
•286-70-357
-290-70-360
0-52-52
-307-58
-365
£ H O
suit
197102242
198102243
284102326
285102327
308102349
315102356
318102359
322102362
325102365
329102370
334102374
335102375
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 14
MEN T S
MOMENTS (ftX Y
256-9
247
256-9
247
238-9
229
238•9
229
238-9
229
238-9
229
157-9464
-82•134-216
•82-134-216
-335-155-490
-465-107•572
•465-107-572
-108777
-109382
-109382
-109888
-1010696
32-117-86
-226-89
-315
-42154112
-372-73-445
-28520
-265
-201184-17
-225028
Ib )Z
-33450
•284,
-31453
-261
-29453
-240
-26557
-209
-21862
-156
-1108107
-27128101
3528
361
-181154•28
-201164-37
-2-55-57
-201180•21
Result
421101384
405107369
378107342
357113322
323123294
240160267
277182337
364204435
422217496
484226558
506220575
507215573
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL.
L O C
Point Loadname combination X
A18 M GRT1GR+T1
A18 F GRT1GR+T1
A19 N GRT1GR+T1
A19 M GR• T 1
GR+T1
A19 F GRT1GR*T1
A20 GRT1GR+T1
A21 GRT1GR+T1
A22 GRTlGR+T1
*** Segment A end *
*** Segment B begin *
A10 GRT1GR+T1
B01 - GRT1GR+T1
801 + GRT1GR+T1
A L F 0 R C
FORCES (IbY
96-1087
05252
05252
27059
329
38732
418
52732
559
52732559
53132563
;;
2911
2911
1910
-9683•13
-344-32
-376
37732
409
270-14256
05252
05252
05252
05252
•69•2
-70
-69-2
-70
•45-1
-46
E S
)
311-58370
19-82-63
-198263
-198263
19-82-63
19-82-63
19-82-63
19-82-63
01212
01212
41216
& M O
Result
340102380-
344102384
378102417
383102422
387102426
527102565
527102565
532102569
691572
691572
451549
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 15
MEN T S
MOMENTS (ft-lb )X Y Z
-375-46
-421
-12631-95
-12631-95
-10225-78
•2320-3
•2320-3
-2320-3
-2320-3
-84-8
-91
-84-8
-91
-80-8
-87
24098
338
-19163143
-16-7
-24
73-865
-1194
-116
-118-2
-120
-116-10
-126
-112-31
-142
-2-35-38
-2-12-14
-2-12-14
-188161-26
-392-33
-425
-294-27
-321
-384-30
-413
42121
442
42117
438
42112
433
421-1
420
-238-2
-240
-1011
-99
-482
-46
Result
483194540
412169459
32042336
40439426
43829
457
43826
454
43725
451
43636
443
25336260
13114
136
9315100
AV02A1R2.OUT 3-12-97 9:03a Page 15 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 16
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 17
P o i n tname
L O C A L F O R C E S
Load FORCES <lb )combination X Y Z Re:
M O M E N T S
MOMENTS < f t - l b )X Y 2 R e s u l t
L O C A L F O R C E S & M O M E N T S
P o i n t Loadname c o m b i n a t i o n
FORCES Clb )X Y 2 R e s u l t
MOMENTS ( f t - l b )X Y Z R e s u l t
B02 N GRT1GR*T1
B02 F GRT1GR+T1
803 N GRT1GR+T1
B03 F GRT1GR+T1
B04 - GRT1GR+T1
B04 + GRT1GR+T1
A11 GRT1GR*T1
*** Segment B end 1
*** Segment C begin 1
A H GRT1GR+T1
C01 GRT1GR+T1
GRT 1 -GR+T1
GRT1GR*T1
19
10
-4-12-16
-4-12-16
-1-9
-10
-1-9
-10
-1-9
-10
-1-9
-10
-4-12-16
-45-1
-46
-1-9
-10
•45• 1
• 4 6
• 4 5-1
• 4 6
203
203
-45• 1
-46
19
10
-45-1
-46
-4-12-16
-4-12-16
-4-12-16
-4-12-16
451549
451549
451549
451549
451549
51519
51519
-80-8
-87
17-314
17-314
-264
-264
-264
-264
39-237
212
207
27
178
045
045
-7-19-27
-1-10-11
-57-7
•65
38
11
39-237
48• 246
48-246
44-341
891395
608
66
261132
399
38
488
46
488
46
442049
000
000
000
000
810
81
800
80
570
57
540
54
000
000
000
000
810
81
800
80
570
57
540
54
210
21
210
21
210
21
210
21
000
000
000
000
180
18
100
10
-10
-1
•170
-17
270
27
230
23
210
21
270
27
GRT1GR+T1
GRT1GR*T1
GRT1GR+T1
GRT1GR*T1
GRT1GR*I1
GRT1GR*T1
GR
T1
> N GRT1GR+T1
. M GRT1GR+T1
i F GRT1GR*T1
GR'T1GR+T1 .
1 Segment C e n d
360
36
470
47
470
47
440
44
430
43
300
30
000
000
000
000
000
360
36
000
000
000
000
-300
-30
410
41
000
000
390
39
350
35
000
410
41 •
400
40
000
000
500
50
470
47
470
47
440
44
430
43
0 420 00 42
410
41
410
41
400
40
390
39
350
35
150
15
000
000
000
000
260
26
360
36
360
36
210
21
000
000
-150
-15
-210
-21
-210
-21
-210
-21
360
36
260
26
000
-100
-10
-250
-25
000
000
-310
-31
-360
-36
-360
-36
-360
-36
-210
-21
-170
-17
100
10-
000
000
260
26
000
370
37
420
42
420
42
420
42
420
42
400
40
370
37
370
37
330
33
260
26
000
AY02A1R2.OUT 3-12-97 9:03a Page 16 of 23
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FlUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 18
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL.
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.'60 RESULT PAGE 19
i E A M F O R C E S S M O M E N T S E A M F O R C E S & M O M E N T S
Beam Load PointID combi net i on name
FORCES (Ib )Axial Y-Shear Z-Shear
MOMENTS (ft-lb )Torsion Y-Y Mom. Z-Z Mom.
Beam Load PointID combi nat i on name
FORCES (Ib ) MOMENTS (ft-lb )Axial Y-Shear Z-Shear Torsion Y-Y Mom. 2-2 Mom.
GR
T1
GR+T1
GR
T1
GR+T1
GR
T1
GR+T1
GR
T1
GR*T1
GR
T1
GR*T1
GR
T1
GR+T1
GR
T1
GR+T1
A091A091A091
121212
232323
343434
4A124A124A12
353535
565656
6966006966
3030003030
3030003030
3434003434
8790008790
000000
000000
-303000
-3030
-2200-22
-2200-22
-1100-11
1-1001-1
4-4004-4
4-4004-4
-2200-22
•151100
-15•11
-11100
•111
32•360032•36
34-340034•34
-251400
•251536•411-137•42
220022
000000
000000
110011
000000
000000
000000
100010
11-10012-1
11000110
-10-1600
-10-16
-16-400
-16-4 '
13801139
-38-1-10
-39-1
-6-1100-6-12
2-4002-4
4-7004•7
-1000-10
100010
8-1008-1
130013
GR
T1
GR+T1
GR
T1
GR+T1
GR
T1
GR+Tl
GR
T1
GR+T1
GR
T1
GR+T1
GR
T1
GR+T1
676767
787878
898989
910910910
5E055B055B05
9B019B019B01
440044
440044
000000
000000
300030
220022
000000
000000
-4400-44
000000
000000
000000
41-461-142-47
-4843-11
-4944
-4338-11
-4439
-110
• o
0-110
000000
-4400-44
1-1001-1
1-1001-1
-2200-22
000000
000000
000000
0-400-10
•41
40210412
-14101-142
11000110
000000
-2 '400
•2
4
-3300
•3
3
-3400-34
-4000-40
000000
000000
•5253-11
-5353
AY02A1R2.OUT 3-12-97 9:03a Page 17 of 23
to to
£5
AY02A1R2 PROJECT « 320: TANK03/12/97 AY-02A-U11-A JUMPER
Pointname
Loadcombination
*•• Segment A begi
A00
A01
A03
A04 N-
A04 N+
A04 H
A04 F-
A04 F+
A05 N-
A05 N+
A05 M
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR * Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
ASME B31
241-C-106 SLUICINGHYDRO STATIC ANAL.
FLUOR DANIELAutoPIPE
3c (1992) CODE COMPLIANCE(Moments in
In-Pl. Out-Pl.Moment Moment
., ***
1918
851
504
316
256
406
664
5126
7665
6627
10343
5434
5014
485
460
501
119
5126
664
6627
7665
5097
ft- Ib )TorsionMoment
2
2
2
2
2
11
29
29
29
29
38
S.IIn
1.001.00
1.001.00
1.001.00
1.001.00
2.562.56
2.562.56
2.562.56
1.001.00
1.001.00
1.951.95
1.951.95
.FOut
1.001.00
1.001.00
1.001.00
1.001.00
2.132.13
2.132.13
2.132.13
1.001.00
1.001.00
1.631.63
1.631.63
•4.60
(Stress
no.
(3a)(18)(17)
(3a)(18)(17)
(3a)<18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
Loadtype
HOOPSUSTDISP
HOOPSUSTOISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTOISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTOISP
NORTHWEST, INC.RESULT
in psiCodeStress
73044066130
7304358851
7304344726
7304338324
7304371259
73043602168
73044081238
73043516147
73043598286
73043973457
73044159681
PAGE 20
)CodeAllou.
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
Pointname
A05 F-
A05 F+
A06
A07
A08 N-
A08 N*
A08 M
A08 F-
A08 F+
A09
A12
A13
Loadcombination
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
ASME B31
241-C-106 SLUICINGHYDRO STATIC ANAL.
FLUOR DANIELAutoPIPE+4.60
3c (1992) CODE COMPLIANCE(Moments in
In-Pl. Out-Pl.Moment Moment
19142
18932
28020
3609
3619
18134
13150
1 1 •
146
1595
1395
52515
36445
672
3177
24107
18134
18134
3619
24674
1595
11146
11145
1029
1079
ft-lb )TorsionMoment
108
108
108
108
108
108
74
4
4
4
9
9
S.IIn
1.951.95
1.001.00
1.001.00
1.001.00
1.001.00
1.781.78
1.781.78
1.781.78
1.001.00
1.001.00
1.001.00
1.001.00
.FOut
1.631.63
1.001.00
1.001.00
1.001.00
1.001.00
1.481.48
1.481.48
1.481.48
1.001.00
1.001.00
1.001.00
1.001.00
(StressEq-no.
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
<3a>(18)(17)
<3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
Loadtype
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
NORTHUEST, INC.RESULT
in psiCodeStress
73044908669
73044033509
73044464573
645160431199
645160541202
645176451827
645160812074
645130102052
645129131212
645129041210
64517553236
64516076636
PAGE 21
)Code
Allow.
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2.0UT 3-12-97 9:03a Page 18 of 23
CO t o
AY02A1R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
Pointname
A13A
A14 -
A14 +
A15
A15A
A16 N-
A16 N+
A16 M
A16 F-
A16 F+
A17 N-
A17 N+
Loadcombination
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
241-C-106 SLUICIN(HYDRO STATIC ANAL
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 22
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress
In-Pl. Out-PL Torsion S.I.F Eq. LoadMoment Moment Moment In Out no. type
33450
1093
1093
26557
21862
3081
1108
27128
42154
3528
41117
181154
1087
31453
29453
1098
10106
10137
32117
22689
3528
42154
46170
37273
AY02A1R2.
1.009 1.00
1.229 1.22
1-.229 1.22
1.009 1.00
1.009 1.00
1.009 1.00
1.789 1.78
1.7894 1.78
1.78134 1.78
1.00134 1.00
1.00134 1.00
2.56134 2.56
3UT 3-12-97
1.001.00
1.301.30
1.301.30
1.001.00
1.001.00
1.001.00
1.481.48
1.481.48
1.481.48
1.001.00
1.001.00
2.132.13
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
!3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
9:03a
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTOISP
HOOPSUSTOISP
HOOPSUSTDISP
HOOPSUSTDISP
i n ps iCodeStress
64515805704
64516476925
64516232925
64515177788
64514744856
645130371111
645131761803
645158431940
645175692122
73044818763
73045101809
730475241658
CodeAllow.
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
Pointname
A17 M
A17 F-
A17 F+
A18 N-
A18 N+
A18 M
A18 F-
A18 F*
A19 N-
A19 N+
A19 M
A19 F-
Loadcombination
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR * Max PCold to-T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 23
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress
In-Pl. Out-PL Torsion S.I.F Eq. LoadMoment Moment Moment In Out no. type
201164
194162
255
2250
201180
188161
155141
39233
29427
29427
38430
42121
28520
52103
201184
201180
2250
24098
36188
19163
167
167
738
1194
Pa
155
107
107
107
107
46
31
31
31
31
25
20
ie 19 of
2.56 2.132.56 2.13
2.56 2.132.56 2.13
1.00 1.001.00 1.00
1.00 1.001.00 1.00
2.56 2.132.56 2.13
2.56 2.132.56 2.13
2.56 2.132.56 2.13
1.00 1.001.00 1.00
1.00 1.001.00 1.00
2.56 2.132.56 2.13
2.56 2.132.56 2.13
2.56 2.132.56 2.13
23
<3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
(3a)(18)(17)
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
in psiCodeStress
730469351678
730455541797
73044078821
73044084804
730455901808
730464821733
7304•72701520
73045000630
73044528156
73046729291
73047883305
73048426213
CodeAllow.
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2 PROJECT W-320: TANK03/12/97 AY-02A-U1
Point Loadname combination
A19 F+ Max PGR * Max PCold to T1
A20 Max PGR + Max PCold to Tt
A21 Max PGR + Max PCold to T1
A22 Max PGR + Max PCold to T1
*** Segment A end
-A JUMPER
ASME B31
241-C-106 SLUICINGHYDRO STATIC ANAL.
FLUOR DANIELAutoPIPE+4.60
3c (1992) .CODE COMPLIANCE(Moments in
In-Pl. Out-Pl.Moment Moment
42121
42117
42112
4211
•**
*** Segment B begin ***
*** Segment 8 end
*** Segment c begi
A14 Max PGR + Max PCold to T1
C01 Max PGR + Max PCold to T1
C01A Max PGR • Max PCold to Tl
C02 N- Max PGR * Max PCold to T1
C02 N+ Max PGR • Max PCold to T1
C02 M Max PGR + Max PCold to T1
•**
00
100
10
170
170
310
1194
1182
11610
11231
180
00
00
00
00
150
ft-lb )Torsion S.Moment In
1.0020 1.00
1.0020 1.00
1.0020 1.00
1.0020 1.00
1.220 1.22
1.000 1.00
1.000 1.00
1.000 1.00
1.780 1.78
1.780 1.78
(Stress.F Eq.Out no.
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.30 (18)1.30 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.48 (18)1.48 (17)
(3a)1.48 (18)1.48 (17)
Loadtype
HOOPSUSTOISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
NORTHWEST, INC.RESULT
in psiCodestress
73045215108
7304521399
7304521195
73045205136
64512952
0
64512839
0
64512758
0
64512903
0
64513022
0
64513285
0
PAGE 24
)CodeAllow.
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO
Pointname
C02 F-
C02 F+
C03
C04
C05 N-
C05 N+
C05 M
C05 F-
C05 F+
C06 N-
C06 N*
C06 M
Loadcombination
Max PGR * Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to Tl
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR * Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
Max PGR + Max PCold to T1
STATIC ANALFLUOR DANIELAutoPIPE+4.60
ASME B31.3C (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
360
360
360
360
360
210
170
100
100
100
00
00
Out-Pl.Moment
210
210
210
210
210
360
260
00
00
00
100
250
ft-lb )TorsionMoment
0
0
0
0
0
0
0
0
0
0
0
0
S.In
1.781.78
1.001.00
1.001.00
1.001.00
1.001.00
1.731.73
1.731.73
1.731.73
1.001.00
1.001.00
1.731.73
1.731.73
(Stress.F Eq.Out no.
(3a)1.48 (18)1.48 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
<3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.44 (18)1.44 (17)
(3a)1.44 (18)1.44 (17)
(3a)1.44 (18)1.44 (17)
<3a)1.00 (18)1.00 (17)
(3a)1.00 (18)1.00 (17)
(3a)1.44 (18)1.44 (17)
(3a)1.44 (18)1.44 (17)
Loadtype
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
HOOPSUSTDISP
NORTHWEST. INC.RESULT
in psiCodeStress
64513398
0
64513129
0
64513129
0
75624444
0
75624444
• 0
75625145
0
75624643
0
75623664
0
75623424
0
75623421
0
75623572
0
75624287
0
PAGE 25
)CodeAllow.
1670016700 •25050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
167001670025050
AY02A1R2.OUT 3-12-97 9:03a Page 20 of 23
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE*4.60 RESULT PAGE 26
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL.
FLUOR DANIEL NORTHWEST, INC.AutoPIPE*4.60 RESULT PAGE 27
ASHE B31.3C (1992) CODE COMPLIANCE(Moments in ft-tb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
S Y S T E M S U M M A R Y
C06 F- Max PGR + Max PCold to T1
C06 F+ Max PGR * Max PCold to T1
C07 Max PGR + Max PCold to T1
*** Segment C end
00
260
00
260
00
00
(3a) HOOP 7562 167001.73 1.44 (18) SUST 4324 16700
0 1.73 1.44 (17) OISP 0 25050
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP
7562 167003947 16700
0 25050
(3a) HOOP 7562 167001.00 1.00 (18) SUST 3095 16700
0 1.00 1.00 (17) DISP 0 25050
Maximum displacements (in)
Maximum X : 0.049 PointMaximum Y : -0.150 PointMaximum Z : -0.091 PointMax. total: 0.160 Point
Maximum rotations (deg)
Maximum X : -0.282 PointMaximum Y : 0.085 PointMaximum 2 : -0.126 PointMax. total: 0.291 Point
Maximum restraint forces(lb)
Maximum X : -82 PointMaximum Y : -563 PointMaximum Z : 52 PointMax. total: 569 Point
Maximum restraint moments(ft-lb)
Maximum X : -421 PointMaximum Y : 54 PointMaximum Z : -142 PointMax. total: 443 Point
A17 FC05 MA17 F
A19 NC05 FA0S UA19 N
A00A22A22A22
A22A00A22A22
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
GR+T1GRGR+T1GR+T1
GR+T1GR+T1GRGR+T1
T1GR+T1GR+T1GR+T1
GRGRGR+T1GR+T1
Ar02A1R2.OUT 3-12-97 9:03a Pase 21 of 23
AY02A1R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AV-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 2:
AY02A1R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER HYDRO STATIC ANAL. AutoPIPE+4.60 RESULT PAGE 29
S Y S T E M S U M M A R Y
Maximum pipe forces (Ib)
Maximum XMaximum YMaximum ZMax. total
flaximum pipe moment
Maximum XMaximum YMaximum ZMax. total
563424-370569
5 (ft-lb)
-572-445-525584
PointPointPointPoint
PointPointPointPoint
A22A00A18 MA22
A17 FA17 NA12A12
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
GR+T1GRGR+T1GR*T1
GR+T1GR+T1GRGR
S Y S T E M S U M M A R Y
Maximum sustained stress
PointStress psiAllouable psiRatioLoad combination
Maximum displacement stress
Maximum hoop stress
PointStress psiAllouable psiRatioLoad combination
PointStress psiAllowable psiRatioLoad combination
Maximum sustained stress ratio
PointStress psiAllowable psiRatioLoad combination
Maximum displacement stress ratio
PointStress psiAllowable psiRatioLoad combinati-on
Maximum hoop stress ratio
PointStress psiAllowable psiRatioLoad combination
A19 F8426167000.50GR + Max P
A16 F2122250500.08Cold to T1
C047562167000.45Max P
A19 F8426167000.50GR + Max P
A16 F2122250500.08Cold to T1
C047562167000.45Max P
AY02A1R2.OUT 3-12-97 9:03a Page 22 of 23
AY02A1R203/12/97
PROJECT U-320: TANK 241-C-106 SLUICINGAY-02A-U11-A JUMPER HYDRO STATIC ANAL.
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 30
S Y S T E M S U M M A R Y
* * * The system satisfies ASME B31.3 code requirements * '* * * for the seLected options ' * '
AY02A1R2.0UT 3-12-97 9:03a Page 23 of 23
AY02A2R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
POINTNAME TYPE
*** SEGMENTA00A01
A03A04
A05
A06A07
V M A08
? ̂CD to
^ 5ff A10< A11o A12
A13
A13AA14A15
A15AA16
A16 FA17
RunFlex
RunBend
Bend
ReduRunBend
RunTeeTeeRunValv
RunTeeValv
RunBend
FarBend
P 0 I
OFFSETSX Y
A00
00
-0.17 -1.
000
0.380.771.830.770.96
0.160.100.10
0.160.98
0 -0
N T
(ft )
00
00
28
000
00000
000
00
25
241-c -106 SLUICING FLUOR DANIEL NORTHUEST, INC.DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 3
D A
Z
00.25
0.100.40
0
0.870.330.38
00000
000
00
-0.83
AY02A2R2.
T A L I S T I N G
PIPE ID DESCRIPTION
4"PIPEUt= 137 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID • Bend= 2080.02-Shear= RIGID Bend= 2080.0
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Long Elbow, Radius = 6.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
3"PIPELong Elbow, Radius = 4.50 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
RIGID
3"PIPERating = 300, Weight = 22 IbSurface factor = 4.40, SIF = 1.00
Rating = 300, Weight = 22 IbSurface factor = 4.40, SIF = 1.00
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.78, Out = 1.48Flex = 4.577
4"PIPEShort Elbow, Radius = 4.00 inch
OUT 3-12-97 9:53a
AY02A2R2 PROJECT U-320 TANK03/12/97 AY-02A-U11-A JUMPER
POINTNAME
A18
A19
A20
A21A22
***A10B01802
803
B04A11
***A14C01
C01AC02
TYPE
Bend
Bend
Flex
RunRun
EGMENTTeeRunBend
Bend
RunT£e
SEGMENTTeeValv
RunBend
P 0
OFFSETS.X Y
N T
(ft )
-0.67 -0.25
0
0 -0
0 -00 -0
80.98 -1
00
1.83
00
C4.80 -1
0
00
0
40
1025
2800
0
00
280
00
241-C -106 SLUICING FLUOR DANIEL NORTHWEST. INC.DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 4
D A
2
0
2.57
0
00
2.332.000.71
0
-0.71-2.00
2.33-0.10
-0.16-0.66
T A L I S T I N G
PIPE ID DESCRIPTION
Bend angle change = 84.21 degMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Wt= 139 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID Bend= 2080.0Z-Shear= RIGID 8end= 2080.0
RIGID
Elbow, Radius = 6.00 inchBend angle change = 90.00 degSIF - In 1.00, out = 1.00Flex = 1.000
Elbow, Radius = 6.00 inchBend angle change = 90.00 degSIF - In 1.00, Out = 1.00Flex = 1.000
3"PIPERating = 300, Ueight = 22 IbSurface factor = 4.40, SIF = 1.00
Long Elbow, Radius = 4.50 inchBend angle change = 90.00 deg
Pane 2 of 26
AY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A JUMPER
POINTNAME
C03C04COS
C06
C07
TYPE
ReduRunBend
Bend
Run
P O I N T
OFFSETS (ft )X Y
0 0.380 0.290 0.48
•0.50 . 0
0 0
Total weight of empty pipes
S3 EiJ
§ 4jBJ li>1 .£.
<o
241-C-106 SLUICINGDYNAMIC ANALYSIS
D A T A
2 PIPE
0
L I S T
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 HODEL PAGE 5
ING
ID DESCRIPTION
Hid point at 50.00 percentSIFFlex
0 2"-PIPE0
0
0.96
: 132 Ib
AY02A2R2.OUT
LongBend
In 1.78, Out = 1.48= 4.577
Elbow, Radius = 3.00 inchangle change = 90.00 deg
Mid point at 50.00 percentSIFFlex
LongBend
In 1.73, Out = 1.44= 4.404
Elbow, Radius = 3.00 inchangle change = 90.00 deg
Hid point at 50.00 percentSIFFlex
3-12-97
In 1.73, Out = 1.44= 4.404
9:53a
AY02A2R203/12/97
POINT •NAME
*•»A00
A01A03A04A04A04A04A05A05A05A05A06A07A08A08A08A08A09
A10
A11
A12
A13
PROJECT W-320AY-02A-U11-A
COM
•-COOROINATECftX
SEGHEN
N
MFN
HF
H
HF
A13AA14
A15A15AA16A16A16A16A17A17A17A17A18A18A18
N
HFN
HFN
H
0
0000
A00
00000000
-0.01-0.04-0-0-0-0-0-0-0-0-0
101715171717171706
0.210
0
2
3
444
4556
21
98
81
58
547080
90066604
5.936.046.04655
04.96.76
5.685.375.46
Y
0.00
0.000.000.000.00-0.10-0.33-0.78.28.13.28.28.28.28.28.28
-1.28-1.28
-1.28
-1.28
-1.28
.28
.28
.28
.28
.28
.28
.28
.31-1.39-1.44-1.53-1.54-1.64-1.66-1.78-1.75
: TANKJUMPER
P O
j
2
H E
0.00
00000000011112
.25
.35
.42
.75
.65
.75
.75
.75
.90
.25
.62
.95
.95
.332.2222
2
2
2
222
2222
.33
.33
.33
.33
.33
.33
.33
.33
.33
.33
.33
.332.2211111111
.97
.79
.50
.58
.50
.50
.50
.60
241-C-106 SLUICINGDYNAHIC
N T
DATATYPE
ANCHOR
TI
TI
TI
FLANGE
FLANGE
TEE
TEE
ANALYSIS
D A T A LI
DESCRIPTION
Rigid
FLUOR DANIEL NORTHWEST, INC.tutoP!PE*4.60 HOOEL PAGE 6
S T I N C
Thermal movements : None
Weld neckRating = 300,Weld neckRating = 300,B16.9 weldingSIF - In = 1.B16.9 weldingSIF - In = 1.
FLANGE Weld neck
FLANGE
TEE
WEIGHT
TI
TI
TI
Rating = 300,Weld neckRating = 300,
816.9 weldingSIF - In = 1.5 Ib , No
Paae 3 of 26
SIFWeight =
SIFWeight =tee
00, Out =tee
00, Out =SIF
Weight =SIF
Weight =
tee22, Out =offsets
= 1.0015 Ib= 1.0015 Ib
1.00
1.00= 1.00138 Ib= 1.00138 Ib
1.30
AY02A2R203/12/97
POINT -NAME
A18 FA19 NA19A19 MA19 FA20A21A22
PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 7
C 0 M P
-COORDINATEDX
5.375.375.375.375.375.375.375.37
*** SEGMENT BA10
B01
B02 N802B02 FB03 NB03B03 F804
A11
0.98
0.98
0.980.981.482.312.812.812.81
2.81
*** SEGMENT CA14
C01C01AC02 NC02C02 HC02 FCO3C04C05 NCO5C05 MC05 F
4.80
4.804.804.804.804.804.804.804.804.804.804.734.55
Y
-1.78-1.78•1.78-1.88-2.11-2.18-2.28-2.53
-1.28
-1.28
-1.28-1.28-1.28-1.28-1.28-1.28-1.28
-1.28
-1.28
•1.28-1.28-1.28-1.28-1.17-0.90-0.90-0.61-0.38-0.13-0.20•0.13
0 N E N T
)--- DATA2 TYPE
1.833.744.07 TI3.974.074.074.074.07 ANCHOR
2.33 TEE
4.33 GUIDE
4.545.04 TI5.045.045.04 TI4.544.33 GUIDE
2.33 TEE
2.33 TEE
2.232.071.781.41 TI1.521.411.411.411.411.41 TI1.411.41
D A T A L I S T I N G
DESCRIPTION
RigidThermal movements : None
B16.9 welding teeSIF - In = 1.00, Out = 1.00ID : B01 1, Connected to 9Stiffness = RIGIDGap-down = 0.00, Above = 0.06Gap-left = 0.06, Right = 0.06Friction = 0.30Gaps set Weightless
ID : B04 1, Connected to 5Stiffness = RIGIDGap-down = 0.00, Above = 0.06Gap-left = 0.06, Right = 0.06Friction = 0.30Gaps set WeightlessB16.9 welding teeSIF - In = 1.00, Out = 1.00
816.9 welding teeSIF - In = 1.22, Out = 1.30
AY02A2R2.0UT 3-12-97 9:53a
inchinch
inchinch
AY02A2R203/12/97
POINT -NAME
C06 NC06C06 HC06 FC07
PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST. INC.AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 8
C O M P
-COORDINATEDX Y
4.55 -0.134.30 -0.134.37 -0.134.30 -0.134.30 -0.13
Number of points in the
O N E N T D A T A L I S T I N G
)--- DATAZ TYPE DESCRIPTION
1.411.41 TI1.481.662.37 WEIGHT 35 Ib , No offsets
system : 73
Paae 4 of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 9
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 10
P I P E D A T A L I S T I N G
Pipe 10/ Mom/ 0.0. Thickness(inch) Spec Ueight<lb/ft )Material Sch inch U.Th. CorrMUl Insu Ling Grav Pipe Other Total
4"PIPE 4 4.500 0.237 0.06 0.03 0A312-TP304L STD
3"PIPE 3.000 3.500 0.216 0.06 0.03 0A312-TP304L STO
2"-PIPE 2.000 2.375 0.154 0.06 0.02A312-TP304L STD
0 1.20 11.04 0 17.66
0 1.20 7.75 0 11.60
0 0 1.20 3.74 0 5.48
M A T E R I A L D A T A L I S T I N G
Material Density Pois. Temper. Modulus Expans. Allow.Name Pipe ID Ib/cu.ft Ratio deg F E6 psi in/100ft psi
A312-TP304L 4"PIPE
A312-TP304L 3"PIPE
A312-TP304I 2"-PIPE
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
501.0 0.30 40.0 28.42 16700.0180.0 1.5442 16700.0
AY02A2R2.OUT 3-12-97 9:53a Page 5 of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 11
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 12
FRAME POINT DATA LISTING
POINT ---COORDINATECft )--- DATANAME X Y 2 TYPE DESCRIPTION
BEAM DATA LISTING
BEAKID
M1
M2
M3
M4
M5
M6
M7
M8
M9
M10
M11
M12
M13
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
POINTNAME
A091
12
23
34
4A12
35
.56
67
78
89
910
5B05
9B01
LENGTH(ft )
0.58
0.77
1.83
0.77
0.58
2.00
1.00
0.92
. 0.91
1.00
2.00
0.58
0.58
SECTION 10/MATERIAL ID
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
C4X5.4A36
BETAANGLE
0.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
90.00
RIGIDEND(ft)
0.00O.OO
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
RELEASEAx Y-Y Z-Z
NN
NN
NN
NN
NN
NN
NN
NN
NN
11N
NN
NN
NN
NN
NH
NN
NN
NN
NN
NII
NN
NN
NN
IIN
NN
NN
NN
NN
NN
NN
NN
NN
NN
II11
NN
1!N
NN
NN
NII
A091234A1256789B0110BOS
0.210.210.982.813.583.582.812.811.890.980.980.980.982.81
-1.28-0.70-0.70-0.70-0.70•1.28-0.70-0.70-0.70-0.70-0.70-1.28-0.70-1.28
2.332.332.332.332.332.334.335.335.335.334.334.332.334.33
UEIGHT
UEIGHTUEIGHT
WEIGHT
51
851
51
Ib
IbIb
Ib
, Ho offsets
, No offsets, No offsets
, No offsets
td to
AS
AY02A2R2.0UT 3-12-97 9:53a Page 6 of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-O2A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 13
AY02A2R203/12/97
PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 MODEL PAGE 14
CROSS SECTION LISTING BEAM MATERIAL LISTING
Section ID Area(sq.in )ID Axial Y-Shear Z-Shear
Inertia (in**4 )Torsion Y-Y Bend Z-Z Bend
C4X5.4MATERIAL ID
A36
Elasticmodulus PoissonsE6 psi ratio
YieldStresspsi
DensityIb/cu.ft
UltimateExpansion stressE-6 /F psi
490.00 6.50000
AY02A2R2.OUT 3-12-97 9:53a Page 7 of 26
AY02A2R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE*4.60 MODEL PAGE 15
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 1
TEMPERATURE AND PRESSURE DATAC A S E 1 C A S E 2 C A S E 3
POINT PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN.NAME psi deg F in/100ft psi deg F in/100ft psi deg F in/100ft
***A00A07A09A12A16A22
***A10A11
•«•A14C04C07
SEGMENT A325325325325
F 325325
SEGMENT B325325
SEGMENT C325325325
1S0180180180180180
180180
180180180
1.5441.5440.0001.5441.5441.544
0.0000.000
1.5441.5441.544
A N A L Y S I S S U M M A R Y
Current model revision number : 2
Modal - Date and Time of analysis Mar 12, 1997 9:52 AMModel Revision Number 2Number of modes 7Cutoff frequency (Hz) ..'. 33,0Weight of contents included Yes'Pressure stiffening case 0Water elevation for buoyancy loads Not considered
Response - Date and Time of analysis Mar 12, 1997 9:53 AMModel Revision Number ; 2Number of load cases •.. 3Load cases analyzed R1 R2 R3Date and time of modal analysis Mar 12, 1997 9:52 AMNumber of modes , 7Cutoff frequency (Hz) 33.0Model revision of modal analysis 2Weight of contents included YesPressure stiffening case 0
1 Water elevation for buoyancy loads Not considered
AY02A2R2.0UT 3-12-97 9:53a Page S of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 2
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 3
CODE COMPLIANCE COMBINATIONS
Combination Category Method Load Factor A.l Iowabte Remarks
Sus. + R1 Occasion Abs sum Response 1 1.00 Automatic Default-Max Sus 1.00
Sus. + R2 Occasion Abs sum Response 2 1.00 Automatic DefaultMax Sus 1.00
Sus. + R3 Occasion Abs sum Response 3 1.00 Automatic DefaultMax Sus 1.00
OTHER USER COMBINATIONS
Combination Method Load Factor Remarks
R1
R2
R3
RESPONSE
Sum
Sum
Sum
SRSS
Response 1 1.00 Default
Response 2 1.00 Default
Response 3 1.00 Default
Response 1 1.00 User
Response 2 1.00Response 3 1.00
CODE COMPLIANCE
Y - Factor 0.40Weld efficiency factor 1.00Range reduction factor 1.00Design Pressure Factor 1.00Minimum stress ratio used in reports 0.00Include corrosion in stress calcs YInclude torsion in code stress NInclude axial force in code stress .... NLongitudinal pressure calculation PD/4tInclude rigorous pressure Not analyzed
RESPONSE SPECTRUM LOAD CASES :
Number of load cases analysed : 3
Load case 1 - R1
Missing mass : Yes2PA : No
Combination method : SRSS
X- Spectrum : SCIMultiplier : 1.00
SCI
Freq(Hz) Grav( ) Freq(Hz) Grav( ) Freq(Hz) Grav<
0.1000.4001.640
20.000
0.010.100.420.26
0.1600.6008.000
33.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
AY02A2R2.0UT 3-12-97 9:53a
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE .4
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 5
Missing mass : YesZPA : No
Combination method : SRSS
Y- Spectrum : SC1Multiplier : 1.00
FreqCHz) Grav( ) Freq(Hz) Grav( ) FreqCHz) Grav(
0.1000.4001.640
20.000
0.01 0.1600.10 0.6000.42 8.0000.26 33.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
Missing mass : YesZPA : No
Combination method : SRSS
2- Spectrum : SC1Multiplier : 1.00
Freq(Hz) Grav( ) FreqCHz) Grave ) FreqCHz) Grave
0.1000.4001.640
20.000
0.010.100.420.26
0.1600.6008.00033.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
AY02A2R2.OUT 3-12-97 9:53a Page 10 of 26
AY02A2R203/12/97
ModeNumber
1
2
3
4
5
6
7
p ZB '
00 0)
3o
PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 6
F R i
Frequency<Rads/sec)
48.5389
54.6772
68.3506
133.5456
171.4149
178.9405
202.7504
Q U E N C
Frequency(Hertz)
7.7252
8.7021
10.8783
21.2544
27.2815
28.4793
32.2687
E S
Period(Sec)
0.129
0.115
0.092
0.047
0.037
0.035
0.031
AY02A2R2.OUT
Participation factorsX Y
0.484 1.076
1.292 -0.231
0.340 -0.688
0.033 0.301
0.027 -0.092
-0.041 0.068
0.026 -0.300
3-12-97 9:53a
Z
0.195
0.123
-0.621
-1.046
0.352
0.088
0.323
AY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A
Pointname
Loadcombination
*** Segment A begin *
A00
A01
A03
A04 N
A04 M
A04 F
A05 N
A05 M
A05 F
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2 'R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
JUMPER
D I S
241-C-106 SLUICINGDYNAMIC
P L A C
TRANSLATIONS (X
.
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0010.0000.0000.001
0.0020.0010.0000.002
0.0060.0030.0010.007
0.0120.0040.0010.013
0.0200.0050.0020.021
0.0280.0070.0030.029
0.0350.0100.0040.036
Y
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0010.0000.001
0.0010.0020.0000.002
0.0040.0060.0010.007
0.0050.0080.0020.010
0.0060.0080.0020.010
0.0080.0110.0030.014
0.0130.0200.0040.024
Page
ANALYSIS
E M E N T S
n )Z
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0010.0020.0000.002
0.0030.0070.0020.008
0.0080.0170.0040.019
0.0130.0250.0060.029
0.0150.0290.0060.033
11 of 26
nFLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 7
ROTATIONS (desX
0.0000.0000.0000.000
0.0010.0020.0000.002
0.0430.0790.0180.091
0.0430.0790.0180.092
0.0490.0910.0200.105
0.0550.1020.0230.118
0.0570.1040.0230.120
0.0630.1120.0240.130
0.0690.1180.0250.139
Y
0.0000.0000.0000.000
0.0020.0010.0000.002
0.0580.0350.0140.069
0.0580.0350.0140.069
0.0640.0390.0150.076
0.0640.0410.0160.078
0.0650.0420.0160.079
0.0620.0420.0160.077
0.0550.0420.0160.071
)z
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0860.0210.0150.090
0.0870.0210.0150.090
0.0880.0210.0150.092
0.0880.0210.0150.092
0.0870.0210.0150.091
0.0760.0210.0160.081
0.0700.0210.0170.075
AY02A2R2 PROJECT U-320: TANK03/12/97 AV-02A-U11-A JUMPER
Pointname
A06
A07
A08 N
A08 H
A08 F
A09
A10
A11
A12
A13
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
D I S
241-C-106 SLUICINGDYNAMIC ANALYSIS
P L A C E H E N T S
TRANSLATIONS ( i n )X Y Z
0.0390.0130.0040.041
0.0420.0150.0050.045
0.0420.0150.0050.045
0.0440.0170.0050.048
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0180.0290.0060.035
0.0230.0370.0080.045
0.0230.0380.0080.045
0.0270.0440.0090.052
0.0270.0460.0090.054
0.0270.0460.0090.054
0.0240.0430.0080.049
0.0170.0360.0090.041
0.0160.0340.0110.039
0.0140.0300.0140.036
AY02A2R2.OU1
0.0150.0290.0060.033
0.0150.0290.0060.033
0.0150.0290.0060.033
0.0150.0280.0060.032
0.0140.0270.0060.031
0.0140.0270.0060.031
0.0120.0230.0050.026
0.0070.0150.0060.017
0.0060.0120.0070.015
0.0070.0100.0070.014
3-12-97 !
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 8
ROTATIONS (decX Y
0.0700.1190.0250.140
0.0700.1190.0260.141
0.0700.1190.0260.141
0.0780.1190.0290.146
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0740.0990.0330.128
:53a
0.0540.0410.0160.070
0.0510.0410.0150.067
0.0510.0410.0150.067
0.0240.0330.0130.043
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0280.0210.0090.036
)Z
0.0660.0210.0170.071
0.0600.0220.0180.067
0.0600.0220.0180.067
0.0480.0220.0180.055
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.027-0.0180.041
0.0250.0270.0180.041
0.0250.0380.0180.049
AY02A2R2 PROJECT U-32003/12/97 AY-02A-U11-A
Pointname
A13A
A14
A15
A15A
A16 N
A16 M
A16 F
A17 N
A17 M
A17 F
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
• TANKJUMPER
0 I S
241-C-106 SLUICINGDYNAMIC ANALYSIS
P L A C
TRANSLATIONS (X Y
0.0450 .0180.0060 .049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.049
0.0450.0180.0060.048
0.0460.0170.0050.049
0.0490.0170.0060.052
0.0510.0170.0060.054
0.0540.0160.0060.056
0.0550.0160.0060.058
0.0140.0300.0140.036
0.0140.0290.0140.035
0.0140.0290.0150.035
0.0140.0280.0150.035
0.0140.0260.0170.034
0.014O.0250.0180.034
0.0160.0250.0200.036
0.0170.0260.0210.037
0.0180.0270.0230.039
0.0180.0270.0230.040
Page
E H E N T S
n )Z
0.0080.0090.0070.014
0.0080.0090.0070.014
0.0090.0090.0070.015
0.0100.0090.0070.015
0.0130.0090.0080.018
0.0150.0090.0080.019
0.0160.0080.0070.019
0.0150.0080.0070.018
0.0130.0070.0060.016
0.0100.0060.0050.013
12 of 26
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 9
ROTATIONS (desX Y
0.0740.0990.0330.128
0.0720.0970.0340.126
0.0710.0950.0340.124
0.0710.0950.0340.124
0.0640.0840.0340.111
0.057•0.0750.0350.100
0.0440.0570.0360.080
0.0430.0560.0360.079
0.0380.0480.0380.072
0.0390.0450.0390.071
0.0280.0210.0090.036
0.0290.0200.0090.037
0.0300.0200.0100.037
0.0300.0200.0100.037
0.0360.0180.0100.041
0.0480.0160.0090.052
0.0610.0150.0070.063
0.0620.0150.0070.064
0.0690.0130.0080.071
0.0770.0170.0090.079
)2
0.0250.0380.0180.049
0.0250.0390.0170.049
0.0250.0390.0170.050
0.0250.0390.0170.050
0.0230.0400.0170.049
0.0160.0310.0160.038
0.0120.0240.0170.031
0.0110.0230.0170.031
0.0120.0240.0160.031
0.0120.0230.0150.030
AY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A
Pointname
A13 N
A18 M
A18 F
A19 N
A19 M
A19 F
A20
A21
A22
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
* * * Segment A end
* * * Segment B begin
JUMPER
D I S
241-C-106 SLUICINGDYNAMIC ANALYSIS
P L A C E
TRANSLATIONS ( i nX
0.0550.0160.0060.058
0.0530.0160.0060.056
0.0490.0140.0050.051
0.0080.0030.0010.008
0.0030.0010.0010.003
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
***
Y
0.0180.0270.0220.039
0.0170.0250.0210.037
0.0160.0230.0190.034
0.0020.0030.0030.005
0.0010.0010.0010.001
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
0.0000.0000.0000.000
I E 1 I S
)z
0.0080.0060.0050.011
0.0040.0050.0040.007
0.0030.0040.0030.006
0.0030.0040.0030.006
0.0020.0030.0020.004
0.0010.0010.0010.001
0.0000.0000.0000.001
0.0000.0000.0000.000
0.0000.0000.0000.000
FLUOR DANIEL NORTHWEST, INC.AutoPIPE*4.60 RESULT PAGE 10
ROTATIONS (desX
0.0380.0450.0390.071
0.0380.0440.0390.070
0.0350.0470.0400.071
0.0320.0500.0400.072
0.0290.0460.0360.065
0.0250.0400.0320.057
0.0250.0400.0320.057
0.0010.0010.0010.001
0.0000.0000.0000.000
Y
0.0770.0170.0090.079
0.0870.0230.0100.091
0.0990.0280.0110.103
0.1040.0300.0110.109
0.1030.0300.0110.108
0.1030.0300.0110.107
0.1020.0300.0110.107
0.0000.0000.0000.000
0.0000.0000.0000.000
)z
0.0120.0230.0150.030
0.0090.0190.0150.026
0.0090.0170.0150.024
0.0090.0150.0130.022
0.0090.0140.0130.021
0.0090.0130.0110.019
0.0090.0130.0110.019
0.0000.0000.0000.000
0.0000.0000.0000.000
AY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A JUMPER
Point Loadname combination
A10 R1R2R3RESPONSE
601 R1R2R3RESPONSE
B02 N R1R2R3RESPONSE
B02 F R1R2R3RESPONSE
B03 N R1R2R3RESPONSE
B03 F R1R2R3RESPONSE
B04 R1R2R3RESPONSE
A11 R1R2R3RESPONSE
* * * Segment B end
* * * Segment c b e g i n
A14 R1R2R3RESPONSE
D I S
241-C-106 SLUICINGDYNAMIC ANALYSIS
P L A C E
TRANSLATIONS ( i nX
0.0450.0180.0060.049
0.0410.0270.0080.050
0.0400.0280.0090.050
0.0390.0310.0100.051
0.0390.0310.0100.051
0.0400.0280.0090.050
0.0410.0270.0080.050
0.0450.0180.0060.049
* • *
* * *
0.0450.0180.0060.049
Y
0.0240.0430.0080.049
0.0580.0910.0200.110
0.0620.0970.0210.117
0.0680.1070.0230.129
0.0640.1030.0210.123
0.0530.0890.0170.105
0.0500.0840.0160.099
0.0170.0360.0090.041
0.0140.0290.0140.035
I E 1 I S
)2
0.0120.0230.0050.026
0.0120.0230.0050.026
0.0120.0230.0050.026
0.0100.0210.0050.023
0.0080.0170.0050.019
0.0070.0150.0060.017
0.0070.0150.0060.017
0.0070.015 .0.0060.017
0.0080.0090.0070.014
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 11
ROTATIONS (decX
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0840.1180.0320.148
0.0720.0970.0340.126
Y
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0170.0260.0100.032
0.0290.0200.0090.037
)Z
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0270.0180.041
0.0250.0390.0170.049
AY02A2R2.OUT 3-12-97 9:53a Page 13 of 26
AY02A2R203/12/97
Pointname
C01
C01A
C02 N
C02 M
C02 F
C03
C04
C05 N
C05 M
C05 F
PROJECT W-320: TANKAY-02A-U11-A JUMPER
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
D I S
241-C-106 SLUICINGDYNAMIC
P L A C
TRANSLATIONS (X
0.0450.0180.0060.049
0.0460.0170.0050.050
0.0480.0160.0060.051
0.0490.0160.0060.052
0.0490.0180.0060.052
0.0490.0180.0060.052
0.0480.0200.0070.052
0.0470.0210.0070.053
0.0470.0230.0080.053
0.0470.0230.0080.053
Y
0.0140.0280.0150.034.
0.0140.0260.0150.033
0.0150.0240.0170.033
0.0170.0220.0180.034
0.0180.0220.0190.034
0.0180.0220.0190.034
0.0180.0220.0190.034
0.0180.0220.0190.034
0.0180.0220.0190.034
0.0180.0220.0180.034
AY02A2B2.0U1
ANALYSIS
E M E N T
n >2
0.0080.0090.0070.014
0.0080.0090.0070.014
0.0080.0090.0070.014
0.0090.0090.0080.015
0.0130.0110.0100.019
0.0130.0110.0100.019
0.0170.0150.0120.026
0.0200.0190.0130.031
0.0230.0230.0150.035
0.0230.0230.0150.036
3-12-97
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 12
S
ROTATIONS (decX
0.0730.0970.0340.126
0.0730.0970.0340.126
0.0730.0980.0340.126
0.0740.0990.0350.129
0.0750.1010.0360.131
0.0750.1010.0360.131
0.0750.1010.0360.131
0.0760.1020.0370.132
0.0770.1040.0380.135
0.0780.1040.0390.136
9:53a
Y
0.0290.0200.0090.037
0.0290.0200.0090.037
0.0290.0200.0100.037
0.0280.0200.0110.036
0.0280.0200.0110.036
0.0280.0200.0110.036
0.0270.0200.0120.036
0.0250.0210.0130.035
0.0220.0210.0160.035
0.0180.0220.0210.036
)Z
0.0250.0390.0170.049
0.0250.0390.0170.049
0.0240.0390.0180.050 '
0.0240.0400.0180.050
0.0240.0410.0180.050
0.0240.0410.0180.050
0.0240.0410.0180.051
0.0230.0420.0170.051
0.0230.0430.0170.052
0.0230.0440.0160.052
AY02A2R2 PROJECT U-32003/12/97 AY-02A-U11-A
Pointname
C06 N
C06 M
C06 F
C07
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
* * * Segment c end **
A09
1
2
3
4
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1 'R2R3RESPONSE
: TANKJUMPER
D I S
241-C-106 SLUICINGDYNAMIC
P L A C
TRANSLATIONS (X
0 .0470.0230 .0080.053
0.0470.0240.0080.053
0.0470.0250.0080.053
0.0460.0280.0100.055
*
0.0450.0180.0060.049
0.0420.0200.0070.047
0.0420.0200.0070.047
0.0420.0200.0070.047
0.0420.0200.0070.047
Y
0.0180.0220.0180.034
0.0170.0230.0170.033
0.0150.0250.0170.033
0.0160.0350.0150.042
0.0270.0460.0090.054
0.0270.0460.0090.054
0.0240.0430.0080.049
0.0170.0360.0090.041
0.0160.0340.0110.039
Page
ANALYSIS
E K E M I S
n )z
0.0230.0230.0150.036
0.0230.0230.0160.036
0.0220.0220.0160.035
0.0220.0220.0160.035
0.0140.0270.0060.031
0.0060.0130.0050.015
0.0050.0100.0050.012
0.0090.0080.0080.014
0.0110.0100.0090.017
14 of 26
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 13
ROTATIONS (decX
0.0790.1040.0390.136
0.0790.1050.0400.137
0.0790.1060.0410.139
0.0790.1070.0420.140
0.0840.1180.0320.148
0.0870.1200.0340.152
0.0850.1180.0330.149
0.0820.1120.0310.142
0.0840.1170.0310.147
Y
0.0180.0220.0210.036
0.0150.0240.0250.038
0.0130.0260.0280.040
0.0130.0270.0290.041
0.0170.0260.0100.032
0.0180.0270.0110.034
0.0180.0260.0110.O33
0.0150.0230.0080.028
0.0150.0240.0080.029
)Z
0.0230.0440.0160.052
0.0240.0440.0160.052
0.0240.0450.0160.053
0.0240.0450.0160.053
0.0250.0270.0180.041
I0.0250.0260.0180.040
0.0260.0280.0190.043
0.0240.0250.0180.039
0.0230.0260.0180.039
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 14
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE*4.60 RESULT PAGE 15
D I S P L A C E M E N T S
Pointname
A12
5
6
7
8
9
B01
10
BOS
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
RlR2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
RlR2R3RESPONSE
RlR2R3RESPONSE
TRANSLATIONS ( i n )X Y 2
0.0450 . 0 1 80.0060.049
0.0410.0270.0080.050
0.0390.0330.0100.052 •
0.0390.0330.0100.052
0.0390.0330.0100.052
0.0410.0270.0080.050
0.0410.0270.0080.050
0.0450.0170.0050.049
0.0460.0200.0060.051
0.0160.0340.0110.039
0.0500.0840.0160.099
0.0700.1120.0230.134
0.0740.1160.0250.140
0.0770.1180.0270.143
0.0580.0910.0200.110
0.0580.0910.0200.110
0.0240.0430.0080.050
0.0500.0840.0160.099
0.0060.0120.0070.015
0.0090.0080.0080.014
0.0090.0080.0080.014
0.0060.0080.0070.012
0.0050.0100.0050.012
0.0050.0100.0050.012
0.0120.0230.0050.026
0.0050.0100.0050.012
0.0070.0160.0060.018
ROTATIONS (degX Y
0.0840.1180.0320.148
0.0930.1310.0350.164
0.0990.1400.0380.176
0.0960.1360.0350.170
0.0950.1310.0360.166
0.0850.1190.0320.150
0.0840.1180.0320.148
0.0840.1160.O320.147
0.0930.1310.0350.164
0.0170.0260.0100.032
0.0130.022
. 0.0070.026
0.0150.0240.0090.030
0.0180.026O.0100.033
0.0190.0280.0110.035
0.0190.0280.0120.036
0.0170.0260.0100.032
0.0190.028O.0120.036
0.0130.0210.0070.026
)Z
0.0250.0270.0180.041
0.0670.0790.0510.116
0.0300.0310.0210.048
0.0230.0220.0180.037
0.0170.0160.0150.027
0.0100.0100.0070.016
0.0250.0270.0180.041
0.0060.0110.0070.015
0.0670.0790.0510.116
Point/Supp. ID
S01801 1Stiff
B04804 1Stif f
Connect/Type
9Guide
.•RIGID
5Guide
:RIGID
S U
LoadCombinat ion
Rl
R2
83
RESPONSE
R1
R2
R3
RESPONSE
P P O
D i m
downleft
downleft
downleft
downleft
downleft
downleft
downleft
downleft
R T F
L O C AForce'
23233
31270
9186
40402
2837
4156
1134
5175
O R C E S
LDeform
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
0.0000.000
GDim
XYz
XY
z
XY
z
XY
z
XY
z
XY
z
XY
z
XY
z
L O B AForce
23323
27031
1869
40240
3728
5641
3411
7551
LDeform
0.0000.0000.010
0.0000.0000.014
O.OOO0.0000.004
0.0000.0000.018
0.0000.0000.010
0.0000.0000.015
0.0000.0000.004
0.0000.0000.018
AY02A2R2.OUT 3-12-97 9:53a Page 15 of 26
AY02A2R2 PROJECT U-320: TANK0 3 / 1 2 / 9 7 AY-02A-U11-A JUMPER
Pointname
A00
A22
B01
BO',
a 59 2CO to
o
Loadcombination
AnchorR1R2R3RESPONSE
AnchorR1R2R3RESPONSE
GuideR1R2R3RESPONSE
GuideR1R2R3RESPONSE
R E S
241-C-106 SLUICINGDYNAMIC ANALYSIS
T R A I
FORCES ( I bX Y
1897329
205
80291386
233270186402
37563475
2
488336
102
5913046
150
2331
940
28411151
N T
)
R E A
Result
46426590
30518099
0000
0000
20111880
246
10414393
200
234272186404
46693691
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT
C T I t N S
MOMENTS ( f t - l bX
10018039
209
529479
133
0000
0000
Y 2
1739337
. 200
3193
32
0000
0000
)
2664
27
38322556
0000
0000
PAGE 16
Result
20220254
291
7210083
148
0000
0000
AY02A2R2 PROJECT U-320: TANK03/12/97 AY-02A-U11-A JUMPER
L O C
Point Loadname combination
* * * Segment A begin
A00 R1R2R3RESPONSE
A01 R1R2R3RESPONSE
A03 R1R2R3RESPONSE
A04 N R1R2 'R3RESPONSE
A04 M R1R2R3RESPONSE
A04 F R1R2R3RESPONSE
A05 N R1R2R3RESPONSE
A05 M R1R2R3RESPONSE
A05 F R1R2R3RESPONSE
A L F
241-C-106 SLUICINGDYNAMIC ANALYSIS
O R C
FORCES ( I bx r
***
46426590
46425986
46425583
46425583
39364369
37793494
37793493 .
39354267
47395179
488336
102
48783698
47753696
37803494
448247
105
1896732
203
46415381
448046
102
46733693
E S
7
1897329
20S
1887329
204
1877329
203
1896832
204
1896732
203
46415482
1876732
202
1866732
200
1827229
198
£ M
Result
20011880
246
19911575
242
19811372
239
19811372
239
19811272
239
19811271
238
19611170
236
19511070
235
19310969
232
FLUOR DANIEL NORTHUEST. INC.AutoPIPE+4.60
O M E N T S
MOMENTS ( f tX
2664
27
2664
• 27
266U
27
2664
27
33261545
35231244
35231244
1406332
157
2178643
237
Y
1739337
200
1267529
150
1086827
130
984522
110
4317
747
7212532
148
1245227
137
1294522
138
69141171
RESULT
-Ib )2
10018039
209
8916336
189
8515735
182
7815937
181
7213934
160
38221345
8111239
144
899554
141
817965
130
PAGE 17
Result
202202
54291
15717947
243
13917145
225
12816543
213
9014338
173
8812936
161
15212649
203
21012367
252
24211779
280
3-12-97 9:53a Page 16 of 26
rAY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A JUMPER
Pointname
A06
A07
A08 N
A08 H
A08 F
A09 -
A09 t
A10 -
A10 +
A11 -
L
Load
0 C A L F
241 C-106 SLUICINGDYNAMIC ANALYSIS
O R C E S
FORCES ( l b -combination X Y
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
47385078
47375078
47375078
1586940
177
1777029
193
1777029
193
1009650
147
1009650
147
1398242
166
1398242
166
45723692
45713692
1797129
194
943941
109
44703690
44703690
32523973
32523973
32503670
32503670
AY02A2R2
2
1807129
196
1797129
195
45713691
44703690
47364977
47364977
34333660
34333660
13192332
13192332
.OUT
& MO
Result
19210868
230
19110768
229
19010768
228
18910667
227
18810567
226
18810567
226
11011472
175
11011472
175
1439860
183
1439860
183
3-12-97 9
FLUOR DANIELAutoP IPE+4 .60
M E N T S
HORTHUEST, INC.RESULT
MOMENTS ( f t - l b )X
2178643
237
2178643
237
2178643
237
12810284
184
609391
143
609391
143
508482
127
508482
127
31654987
31654987
:53a
Y
1353316
140
1955523
204
648081
130
1827348
202
2457335
258
2457335
258
2397536
253
2145747
227
1145329
129
943654
114
Z
717573
126
648081
130
1955624
205
2387130
250
2079934
232
2079934
232
17011344
209
15813230
208
10015367
195
9319537
219
PAGE 18
Result
26611986
303
29913094
339
29913094
339
326144101370
327154103376
326154103375
29815999
352
27116699
333
15517587
249
13620882
262
AY02A2R203/12/97
Point
PROJECT U-320: TANKAY-02A-U11
L O
Loadname combination
A11 +
A12 -
A12 +
A13
A13A
A14 -
A14 +
A15
A15A
A16 N
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
-A JUMPER
C A L F
241-C-106 SLUICINGDYNAMIC ANALYSIS
0 R C
FORCES ( I bX Y
1053213
111
1053213
111
559
12
117
1016
158
1019
158
1019
4620
951 .
50221055
55231060
57241062
2
3765
•5291
37655291
509921
112
5010121
115
5110321
117
5110321
117
5511631
133
5611833
135
5712135
138
37596494
E S
21443560
21443560
36284262
36304564
35314666
35314666
31446685
30456786
30466988
5311645
135
Paoe 17
8 MO
Result
1138464
155
1138464
155
6110348
129
6310650
133
6410852
136
6410852
136
7812674
165
8112876
170
85132
78175
8613379
176
of 26
FLUOR DANIELAutoPIPE+4.60
M E N T S
NORTHUEST, INC.RESULT
MOMENTS ( f t - l b )X
117189
58230
11718958
230
10017654
210
10017654
210
10017654
210
10017654
210
10617742
211
10617742
211
10617742
211
10617742
211
Y
180116106239
17293
116227
17094
115225
1367175
170
1306768
161
1276563
156
1235955
147
1205649
141
1165139
133
83211086
2
110239
52268
10221046
238
10021146
238
7611835
145
7410333
131
739332
122
558131
103
53702892
51522376
83441495
PAGE 19
Resul t
242326132427
232298138402
221291135389
18522498
306
180215
93295
17721089
288
171204
76277
16919870
270
16519162
260
15818346
247
AY02A2R2 PROJECT U-320: TANK03/12/97 AY-02A-U11
Pointname
A16 M
A16 F
A17 N
A17 H
A17 F
A18 N
A18 M
A18 F
A19 N
A19 M
L 0
Loadcombination
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
RlR2R3RESPONSE
R1R2HRESPONSE
-A JUMPER
C A L F
241-C-106 SLUICINGDYNAMIC ANALYSIS
O R : E S
FORCES < l bX Y
61435090
37606495
37616496
38733991
60631889
61641890
595858
101
29497191
29507192
409165
118
31484170
5311746
136
59602187
60465694
6110938
131
29487090.
37554379
5912746
147
59127
46147
5210355
128
Z
5311746
136
59251165
5510443
125
5510444
125
29487090
6111038
131
6211039
132
74281280
75291381
75291381
AY02A2R2.OUT
& M
Result
87133
79178
8813480
179
89134
80180
9013581
181
9113581
182
92136
82183
9313682
184
9913985
190
10014086
192
10014086
192
3-12-97
FLUOR DANIELAutoPIPE+4.60
O M E N T S
NORTHWEST, INC.RESULT
MOMENTS ( f t - l b )X
4810431
119
905923
110
905923
110
16219052
255
164242
66300
164242
66300
9815951
194
24212037
24212037
28171636
9:53a
Y
13316537
215
976430
120
141207
53256
6813938
159
129146
29197
38371354
128169
40216
1355526
148
7448
10141322
Z
835525
103
124220
51257
9614335
176
11015332
191
42441362
130146
29198
12814134
193
126235
59273
48414175
48605192
PAGE 20
Result
164203
54266
181237
63305
193258
68330
207281
72356
213286
73364
213285
73363
205272
73349
186242
67313
54464584
576455
101
AY02A2R203/12/97
Point
PROJECT W-320: TANKAY-02A-U11
L O C
Loadname combination
A19 F
A20
A21
A22
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
* * * Segment A end
* * * Segment B begin
A10
B01 -
801 +
B02 N
802 F
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
RlR2R3RESPONSE
«rR2R3RESPONSE
A JUMPER
A L F
241 -C-106DYNAHIC
O R C E
FORCES ( l bX Y
5912746
148
59128
46148
59130
46150
5913046
150
* * *
* * *
22161430
22161430
13271735
13271735
55111458
Z
30507292
30517595
30518099
30518099
259
10
259
10
24291340
55111458
24291340
Paae
SLUICINGANALYSIS
S
75291381
77291383
80291386
80291386
45191952
45191952
55111458
24291340
13271735
£ HO
Result
10014086
192
10114189
195
104143
93199
10414393
199
50252561
50252561
62412578
62
2578
62412578
18 of 26
FLUOR DANIELAutoPIPE+4.60
H E N T S
NORTHWEST, INC.RESULT PAGE 21
MOMENTS ( f t - l b )X
3193
32
3193
32
31" 9
332
3193
32
806054
114
806054
114
65103
48131
6510348
131
17221934
Y
12242235
15252237
20272341
38322556
1022331
109
18241433
19231333
9171524
23111027
Z Re
507760
110
508062
113
508466
118
529479
133
32403663
33352855
9181424
11231429
538943
113
>ult
608164
119
618466
123
638870
129
7210083
148
1347572
169
897362
131
68107
52137
6610752
136
609348
121
w£
AY02A2R2 PROJECT U-320: TANK03 /12 /97 AY-02A-U11-P
L 0 C
Po in t Loadname combina t ion X
B03 N R1R2R3RESPONSE
B03 F R1R2R3RESPONSE
B04 - R1R2R3RESPONSE
B04 + R1R2R3RESPONSE
A11 R1R2R3RESPONSE
* * * Segment 8 end
* * * Segment C b e g i n
A14 RlR2R3RESPONSE
5 C01 R1q R2
3 R3•c RESPONSE
^ C01A R1
S R23 R3O : RESPONSE
C02 N R1R2R3RESPONSE
241-C-106JUMPER DYNAMIC
A L F 0 R C E
FORCES (1bY
55111458
13271735
13271735
13271735
13271735
* *
* *
11132026
10121824
9111722
9111722
2
13271735
24291340
24 ,291340
52702189
52702189
10202131
8171927
7141723
6141622
SLUICINGANALYSIS
S
24291340
55111458
55111458
39553576
39553576
29121033
25111029
20101024
199
1023
8 MO
Result
62412578
62412578
62412578
669344
123
669344
123
32273152
28242846
23212640
22202539
FLUOR DANIEL NORTHUEST. INC.AutoPIPE*4 .60 RESULT
M E N T S
MOMENTS ( f t - l bX
17221934
26533167
26533167
56533167
26533167
19139
25
19139
25
19139
25
19139
25
Y Z
35673583
15271735
24271841
24271841
898559
137
469
12
259
11
44
10• 12
94
1215
21138
26
9171524
9181424
9181424
10614737
185
12151927
11142027
11132127
10132329
PAGE 22
Result
44724093
32623879
37633882
37633882
14117876
240
23212339
23202438
22192538
24192841
AY02A2R203/12/97
Point
PROJECT U-320: TANKAY-02A-U11
L 0
Loadname combination
C02 M
C02 F
C03
C04
C05 N
C05 M
C05 F
C06 N
C06 H
C06 F
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
RlR2R3RESPONSE
R1R2R3RESPONSE
R1R2R3RESPONSE
-A JUMPER
C A L F
241-C-106DYNAMIC
O R C E
FORCES ( I bX Y
6111922
6131521
6121520
5121520
5121419
109
1621
158
1020
148
1019
7109
16
78
1317
Z
9131220
8101621
8101621
8101520
158
1020
12118
18
5121419
79
1519
146
1521
5111318
SLUICINGANALYSIS
S
179
1022
179
1022
169
1021
169
1021
8101520
8101519
89
1519
5111419
5111418
138
1018
S M O
•
Resul t
20192537
20192436
19182436
18182435
18172334
17172334
17172333
17172333
16162232
15162131
FLUOR DANIEL NORTHWEST. INC.AutoPIPE+4
M E N T S
MOMENTSX Y
22111428
166
1523
16• 6
1523
166
1523
166
1523
11107
16
4101317
4101317
368 '
10
0000
.60 RESULT
( f t - l bZ
368
11
13106
17
13106
17
885
12
4111519
117
1823
146
1220
1345
379
12
957
13
9142429
7132226
7132226
5111822
576
10
3568
1345
146
1220
126
1017
38
1013
PAGE 23
Result
24192942
21172739
21172739
18152434
17142231
16132029
15131827
15131827
13121523
109
1218
AY02A2R2.OUT 3-12-97 9:53a Page 19 of 26
AV02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE*4.60 RESULT PAGE 24
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE*4.60 RESULT PAGE 25
L O C A L F O R C E S M O M E N T S E A M F O R C E S & M O M E N T S
Point Load FORCES <lb )name combination X Y z Result
MOMENTS ( f t - l b )Y Z Result
Beam Load PointID combination name
FORCES <lb )Ax ia l Y-Shear Z-She;
MOMENTS <ft-lb )Torsion Y-Y Mom. Z-Z Horn.
R1R2R3RESPONSE
: Segment C end
7 5 13 158 11 8 1613 13 10 2117 18 18 31
0000
0000
0000
0000
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1 '
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
A091A091A091A091
12121212 .
23232323
34343434
4A124A124A124A12
88
161610102020
6060454531318181
5858464631318080
667755
1010
55
111199
1616
7676404028289090
1717181813132828
1717181813132828
3737313125255454
3232272729295151
1717181816162929
332222
' 44
3. 3
332255
33553377
12123333
1313
66332277
11111122
11111122
33332255
22222244
111
111
101
192
42312152
25141327
21231133
17331238
414
203
142
485
683
11277
15
8391144
7311566
262
222
172
384
3223
192
185
34
AY02A2R2.0UT 3 -12 -97 9 :53a Page 20 of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTKUEST, INC.03/12/97 AV-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 27
i E A M F O R C E S & M O M E N T S B E A M F O R C E S M O M E N T S
Beam Load PointID combination name
FORCES <lb ) MOMENTS ( f t - l b )Ax ia l Y-Shear Z-Shear Torsion Y-Y Mom. Z-Z Mom.
Beam Load PointID combination name
FORCES (Ib ) MOMENTS (ft-lb )Axial Y-Shear Z-Shear Torsion Y-Y Mom. Z-Z Mom.
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
35353535
56565656
67676767
78787878
89898989
910910
2121141413132929
2222151512122929
11114466
1414
77
121299
1717
2525171713133333
0011
4949545436368181
13135566
15. 15
2222151512123030
2525171713133333
99
1414101019-19
22
121233
1515
16162424
77
2929
14142020
66
2525
1616212166
2727
1818252577
3232
33332244
33332255
22111133
2211 •
1133
11222233
0000
21522216327
152
. 22161273
31532127527
15. 121272273
22012618334
2030
64346642462710360
3445424227306069
4525422930206943
256291420104318
66141101186
4010
R3
RESPONSE
R1
R2
R3
RESPONSE
R1
R2
R3
RESPONSE
910910
580558055B055B05
9B019B019B019B01
1 01 01 21 2
1 01 01 01 0) 0) 01 01 0
0 250 250 180 180 140 140 340 34
1122
11000011
239239255255176176391391
0000
00000000
22111122
2040
00 .000000
11372
1462
1003
224
1040
00000000
193323318153148
AY02A2R2.COT 3-12-97 9:53a Page 21 of 26
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 28
AY02A2R2 PROJECT W-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE*4.60 RESULT PAGE 29
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
: Segment A begin •
A00
A01
A03
A04
A04
A04
A04
A04
A05
A05
A05
N-
N+
M
F-
F+
N-
N+
M
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
+++
++
+++
++
+
+
+++
+++
+++
+++
++
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
RlR2R3
10018039
8916336
8515735
8215235
7815937
7213934
7212532
382213
1245227
8111239
899554
1739337
1267529
• 1086827
956325
984522
43177
382213
7212532
8111239
1245227
1294522
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.001.001.00
.00 (18) OCC
.oo (18) occ
.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.95 1.63 (18) OCC1.95 1.63 (18) OCC1.95 1.63 (18) OCC
1.95 1.63 (18) OCC1.95 1.63 (18) OCC1.95 1.63 (18) OCC
959 22211971 22211258 22211
741 22211861 22211224 22211
657 22211819 22211213 22211
603 22211791 22211206 22211
1391 222112001 22211505 22211
983 222111718 22211428 22211
961 222111555 22211413 22211
389 22211611 22211165 22211
711 22211593 22211229 22211
1231 222111125 22211424 22211
1308 22211958 22211537 22211
ASME B31.3C (1992) CODE COMPLIANCE(Moments i n f t - l b ) (Stress in psi )
Point Load I n - P l . Out-Pl . Torsion S.I .F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
A05
A05
A06
A07
A08
A08
A08
A08
A08
A09
A12
A13
F-
F*
N-
H+
M
F-
F+
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.sus.Sus.
+ R1+ R2• R3
• R1+ R2+ R3
* R1+ R2* R3
+ R1+ R2+ R3
+ R1+ R2+ R3
+ R1+ R2+ R3
* R1• R2* R3
* R1t R2+ R3
+ R1+ R2+ R3
+ R1+ R2+ R3
* R1+ R2+ R3
+ R1+ R2+ R3
897966
817965
717573
648081
648081
1955624
2387130
2457335
2079934
2079934
10021146
7611835
58136
691411
1353316
1955523
1955624
. 648081
1827348
2079934
2457335
2457335
17094115
1367175
1.95 1.63 (18) OCC1.95 1.63 (18) OCC1.95 1.63 (18) OCC
1.00 1.00 ( 1 8 ) ' OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.78 1.48 (18) OCC1.78 1.48 (18) OCC1.78 1.48 (18) OCC
1.78 1.48 ( 18 ) OCC1.78 1.48 ( 18 ) OCC1.78 1.48 ( 18 ) OCC
1.78 1.48 ( 18 ) OCC1.78 1.48 (18) OCC1.78 1.48 (18) OCC
1.00 1.00 ( 1 8 ) OCC1.00 1.00 (18) OCC1.00 1.00 ( 1 8 ) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
951 22211744 22211616 22211
511 22211383 22211316 22211
733 22211393 22211357 22211
1874 22211888 22211769 22211
1881 22211891 22211771 22211
3293 222111410 222111160 22211
4583 222111525 22211811 22211
4874 222111789 22211732 22211
2936 222111124 22211
2934 222111125 22211447 22211
1803 222112114 222111132 22211
1420 222111263 22211755 22211
AY02A2R2.OUI 3-12-97 9:53a Page 22 of 26
AV02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 30
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-LI11-A JUMPER DYNAMIC ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 31
ASME 831.3c (1992) CODE COMPLIANCE(Moments in ft-Lb ) (stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
ASME B3i.3c (1992) CODE COMPLIANCE(Moments in ft-Ib ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F. Eq. Load Code Codename combinat i on Moment Moment Moment In Out no. type Stress A11ow.
A13A
A14
A14
A15
A15A
A16
A16
A16
A16
A16
A17
A17
+
N-
H*
M
F-
F*
N-
II*
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
sus.Sus.Sus.
Sus.Sus.Sus.
sus.Sus.Sus.
Sus.Sus.Sus.
Sus.sus.Sus.
+ R1• R2• R3
+ R1• R2+ R3
+ R1+ R2• R3
• R1• R2+ R3
+ R1• R2+ R3
+ R1• R2* R3
* R1+ R2+ R3
• R1+ R2* R3
+ R1+ R2+ R3
+ R1+ R2+ S3
+ +
+
* R2+ R3
7410333
1276563
1235955
537028
515223
572710
834414
835525
976430
12422051
133242
57
9614335
1306768
739332
558131
1205649
1165139
1024015
832110
13316537
124220
51
976430
1086830
141207
53
1.00 1.00 (18) OCC 1367 222111.00 1.00 (18) OCC 1125 222111.00 1.00 (18) OCC 692 22211
1.221.221.22
1.221.221.22
1.001.001.00
1.001.001.00
1.001.001.00
1.781.781.78
1.781.781.78
1.781.781.78
1.001.001.00
2.562.562.56
1.301.301.30
1.301.301.30
1.001.001.00
1.001.001.00
1.001.001.00
1.481.481.48
1.481.481.48
1.481.481.48
1.001.001.00
1.001.001.00
2.132.132.13
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
(18)(18)(18)
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
OCCOCCOCC
16571321806
15191170
717
1202820515
1161665412
1073442161
1754763270
22572405
639
22943157
844
7531100283
8201207308
18672751699
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
A17
A17
A17
A18
A18
•A18
A18
A18
A19
A19
A19
A19
M
F-
F+
N-
N*
M
F-
F+
N-
N+
M
F-
Sus.Sus.Sus .
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus .Sus.
Sus.Sus.Sus.
Sus.Sus .Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
Sus.Sus.Sus.
+ R1+ R2* . R 3
• R1• R2* R3
* R1+ R2+ R3
+ R1+ R2+ R3
• R1• R2* R3
+ R1+ 82+ R3
+ R1+ R2* R3
+ R1+ R2+ R3
+ R1+ R2* R3
+ R1* R2• R3
+ R1+ R2+ R3
+ Rl* R2* R3
110153
32
118152
29
424413
383713
130146
29
12814134
115126
35
126235
59
484141
484141
486051
507760
6813938
661612
129146
29
13014629
383713
12816940
144206
54
1355526
744
744
101413
122422
2.56 2.13 (18) OCC 1519 222112.56 2.13 (18) OCC 2356 222112.56 2.13 (18) OCC 555 22211
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
2.56 2.13 (18) OCC2.56 2.13 (18) OCC2.56 2.13 (18) OCC
1599 222111873 22211377 22211
649 22211733 22211151 22211
649 22211724 22211153 22211
1642 222111835 22211382 22211
' 2043 222112448 22211590 22211
2042 222112617 22211697 22211
885 222111159 22211308 22211
232 22211196 22211197 22211
592 22211502 22211502 22211
599 22211746 22211640 22211
623 22211978 22211769 22211
AY02A2R2.0UT 3-12-97 9:53a Page 23 of 26
AY02A2R2 PROJECT W-320: TANK03/12/97 AY-02A-U11-A JUMPER
Point Loadname comb
A19 F+ Sus.Sus.Sus.
A20 Sus.Sus.Sus.
A21 SUS.Sus.Sus.
A22 Sus.Sus.Sus.
*** Segment
*** Segment
*** Segment
*** Segment
A14 Sus.Sus.Sus.
C01 Sus.Sus.Sus.
C01A Sus.Sus.Sus.
C02 N- Sus.Sus.Sus.
C02 N+ Sus.Sus.Sus.
C02 M Sus.Sus.Sus.
ASME B31
241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.DYNAMIC ANALYSIS AutoPIPE+4.60
3c (1992) CODE COMPLIANCE(Moments in ft-lb )
n-Pl. Out-Pl. Torsionnation Moment Moment Moment
+ R1+ R2• R3
* R1* R2• R3
+ R1+ R2+ R3
+ R1• R2• R3
A end
B begin
8 end
C begin
+ R1+ R2+ R3
+ R1• R2* R3
+ R1+ R2+ R3
+ R1+ R2+ R3
* R1• R2•• R3
+ R1+ R2* R3
507760
508062
508466
529479
***
***
**•
***
469
111420
111321
101323
101323
91424
122422
152522
202723
383225
121519
259
4410
9412
9412
368
(StressS.I.F Eq.In Out no.
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.22 1.30 (18)
.22 1.30 (18)
.22 1.30 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
.00 1.00 (18)
1.00 1.00 (18)1.00 1.00 (18)1.00 1.00 (18)
1.78 1.48 (18)1.78 1.48 (18)1.78 1.48 (18)
1.78 1.48 (18)1.78 1.48 (18)1.78 1.48 (18)
Loadtype
OCCOCCoccoccoccoccoccoccoccoccoccocc
occoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccocc
RESULT
in psiCode
Stress
246388306
250401317
261422336
311477396
143182240
106138199
103128210
123128238
202224410
150236412
PAGE 32
)Code
Allow.
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211 •
222112221122211
222112221122211
AY02A2R2 PROJECT J-320: TANK03/12/97 AY-02A-U11-A JUMPER
Point Loacname combination
C02 F- Sus. +Sus. +Sus. +
C02 F+ Sus. +Sus. +Sus. +
C03 Sus. +Sus. +Sus. +
C04 Sus. +Sus. +Sus. +
C05 N- Sus. *Sus. +Sus. +
C05 N+ Sus. +Sus. +Sus. +
C05 M Sus. +Sus. +Sus. +
C05 F- Sus. +Sus. +Sus. +
C05 F+ Sus. +Sus. +Sus. +
C06 N- Sus. +Sus. +Sus. +
C06 N+ Sus. +Sus. +Sus. +
C06 M Sus. +Sus. +Sus. *
R1R2R3
R1R2R3
R1R2R3
R1R2R3
RlR2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
R1R2R3
ASME B31
241-C -106 SLUICING FLUOR DANIELDYNAMIC ANALYSIS AutoPIPE+4.60
3c (1992) CODE COMPLIANCE(Moments in
In-Pl. Out-Pl.Moment Moment
71322
71322
7'1322
51118
41115
576
356
134
134
133
14612
12610
13106
13106
13106
885
576
41115
11718
14612
14612
14612
134
379
ft-lb ) (StressTorsion S.I.F Eq.Moment In Out no.
1.78 1.48 (18)1.78 1.48 (18)1.78 1.48 (18)
1.00 1.00 (18)1.00 1.00 (18)1.00 1.00 (18)
1.00 1.00 (18)1.00 1.00 (18)1.00 1.00 (18)
.00
.00
.00
.00
.001.00
.00 (18)
.00 (18)
.00 (18)
.00 (18)
.00 (18)
.00 (18)
1.73 1.44 (18)1.73 1.44 (18)1.73 1.44 (18)
1.73 1.44 (18)1.73 1.44 (18)1.73 1.44 (18)
1.73 1.44 (18)1.73 1.44 (18)1.73 1.44 (18)
1.00 1.00 (18)1.00 1.00 (18)1.00 1.00 (18)
.00 1.00 (18)
.00
.00
.73
.73
.73
1.731.731.73
.00 (18)
.00 (18)
.44 (18)
.44 (18)
.44 (18)
.44 (18)
.44 (18)
.44 (18)
Loadtype
OCCOCCoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccoccocc
II
NORTHWEST. INC.RESULT
in psiCode
Stress
207243366
133145208
132145208
315441610
214402532
344616789
541444910
669342597
463229407
463228406
800386695
700498689
PAGE 33
)Code
Allow.
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
222112221122211
AY02A2R2.OUT 3-12-97 9:53a Page 24 of 26
AY02A2R2 PROJECT W-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHUEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 3
AY02A2R2 PROJECT W-320: TANK 241-C-106 SLUICING03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 35
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
S Y S T E M S U M M A R Y
C06 F- Sus. + R1Sus. + R2Sus. + R3
C06 F+ Sus.Sus.Sus.
C07 Sus.Sus.Sus.
957
• 000
1.73 1.44 (18) OCC1.73 1.44 (18) OCC1.73 1.44 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
545 22211465 22211602 22211
320 22211301 22211388 22211
0 222110 222110 22211
Maximum displacements (in)
*** Segment C end
Maximum XMaximum YMaximum 1Max. total
•laximum rotations (c
Maximum XMaximum YMaximum ZMax. total
•Jaximum restraint f
Maximum XMaximum YMaximum 2Max. total
Maximum restraint m
• Maximum XMaximum YMaximum ZMax. total
0.0580.1430.0360.153
eg)
0.1760.1090.1160.203
>rces(lb)
402. 150
99404
3ments(ft-l
20920056291
PointPointPointPoint
PointPointPointPoint
PointPointPointPoint
PointPointPointPoint
A17 F8C05 F
6A19 NB05B05
B01A22A22B01
A00A0OA22A00
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
RESPONSERESPONSERESPONSERESPONSE
RESPONSERESPONSERESPONSERESPONSE
RESPONSERESPONSERESPONSERESPONSE
RESPONSERESPONSERESPONSERESPONSE
AY02A2R2.OUT 3-12-97 9:53a
AY02A2R2 PROJECT H-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 36
AY02A2R2 PROJECT U-320: TANK 241-C-106 SLUICING FLUOR DANIEL NORTHWEST, INC.03/12/97 AY-02A-U11-A JUMPER DYNAMIC ANALYSIS AutoPIPE+4.60 RESULT PAGE 37
S Y S T E M S U M M A R Y S Y S T E M S U M M A R Y
Maximum pipe forces Clb> Maximum occasional stress
Maximum XMaximum YMaximum ZMax. total
Maximum pipe moment
Maximum XMaximum YMaximum ZMax. total
193203205246
. (ft-lb)
300258273427
PointPointPointPoint
PointPointPointPoint
A08 FA04 FA00A00
A1S NA08 fA18 FA11
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
RESPONSERESPONSERESPONSERESPONSE
RESPONSERESPONSERESPONSERESPONSE
PointStress psiAllowable psiRatioLoad combination
Maximum occasional stress ratio
Pointstress psiAllowable psiRatioLoad combination
A08 F4874222110.22Sus. +
A08 F4874222110.22Sus. +
: The system satisfies ASME B31.3 code requirements' for the selected options
AY02A2R2.0UT 3-12-97 9:53a Page 26 of 26
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
POINTNAME TYPE
•** SEGMENTAOOA01A
A018A01
A02A03
A03A
RunFlex
RunBend
RunBend
Valv
P 0 I
OFFSETSX Y
A00 0
0 00 0
00
1.76
N T
(ft
025
0434
00
0
D A T A L
)Z PIPE ID
0 4PIPE0
00
-0.81-0.65
0
PIT FLUOR DANIEL NORTHUEST, INC.AutoPIPE*4.60 MODEL PAGE 3
I S T I N G
DESCRIPTION
Wt= 144 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID Bend= 2080.0Z-Shear= RIGID Bend= 2080.0
Short Elbow, Radius = 4.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.56, Out = 2.13Flex = 7.908
Long Elbow, Radius = 6.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
Rating = 350, Height = 93 IbSurface factor = 4.50, SIF = 1.00 .
AY02E-R2 PROJECT U-320,03/04/97 JUMPER
POINTIIAHE
804B05306B07B08B09
B10
B10A
810BB11
241-AY-02E SLUICEASSEMBLY STRESS
F O I
OFFSETSTYPE X
RunRunRunRunTeeBend
Bend 1.
Flex
RunSend
00000 •
0
07
0
00
Y
0.0.2.1.0.0.
-0
•0
-0
N T D
(ft )•--Z
507512003586
0
40
0469
ANALYSIS
A T A L
PIPE ID
000000
0
0
00
PIT
I S T
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 MODEL PAGE 4
I N G
DESCRIPTION
LoneBendMidSIFFlex
ShorBendMidSIFFlex
Ut=
Elbow, Radius = 6.00 inchangle change = 90.00 deg>oint at 50.00 percent- In 1.95, Out = 1.63= 5.272
t Elbow, Radius =4.00 inchangle change = 90.00 deg
point at 50.00 percent- In 2.56, Out = 2.13= 7.908
144 Ib , Ar= 3.2 sq.inAxial= 23300000 Tors= 304.0Y-Shear= RIGID Bend= 2080.0Z-Shear= RIGID Bend= 2080.0
Long Elbow. Radius = 6.00 inchA03BA04A05A06A07
RunRunRunRunBend
0.720.690.090.090.50
00000
00000 Long Elbow, Radius = 6.00 inch
Bend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
A08A09A102
***3BOOB01BO2B03
ReduRunRunRun
SEGMENT IRunRunReduRunBend
0000
33.85
0000
0000
0.940
• 0
00
0.600.330.630.46
0.560.460.630.331.27
3"PIPE10
103"PIPE
4PIPELong Elbow, Radius = 6.00 inchBend angle change = 90.00 degHid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
*** SEGMENT CB08 Tee 3.85 5.66C01 Bend -0.46 0
C02 Bend 0 0.54
C03 Flex -0.25
3.25 2PIPE0
g , 0Bend angle change = 90.00 degMid point at 50.00 percentSIF - In 1.95, Out = 1.63Flex = 5.272
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Short Elbow, Radius = 2.00 inchBend angle change = 90.00 degMid point at 50.00 percentSIF - In 2.27, Out = 1.89Flex = 6.606
Ut= 87 Ib , Ar= 1.1 sq.inAxial= 13500000 Tors= 107.0Y-Shear= RIGID Bend= 659.0Z-Shear= RIGID 8end= 659.0
AY02E-R2.OUT 3-4-97 10:30a Page 2 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT FLUOR DANIEL NORTHWEST, INC.03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS AutoPIPE+4.60 MODEL PAGE 5
P O I N T D A T A L I S T I N G
POINT OFFSETS (ft )NAME TYPE X Y 2 PIPE ID DESCRIPTION
C04 Run -0.04 0 0
Total weight of empty pipes : 291 Ib
o 3re *T]
H to
* Ul
JO5o
AY02E-R203/04/97
POINT -NAME
PROJECTJUMPER
W-320, 241-AY-02E SLUICE PIT FLUOR DANIEL NORTHWEST. INC.ASSEM8LY STRESS ANALYSIS AutoPIPE+4.60 MODEL PAGE 6
COM
-COORDINATE(ftX
*** SEGMEN1A00
A01AA018A01 NA01A01 M
. A01 FA02
A03 NA03A03 MA03 EA03AA03BA04
A05A06
A07 NA07A07 MA07 FA08A09
A102
0
00
A00
0000
0.00000000
0.000.00
0000123
33
33333
00001550764817
2635
3585708585
3.85
3 853.85
*** SEGMENT B3BOOB01
3.853 853.85
Y
0.00
0.250.290.300.630.530.630.63
0.630.630.630.630.630.630.63
0.630.63
0.630.630.630.630.630.63
0.630.63
0.940.940.94
P O
j
Z
0
0000
•0
-0-0
N
00
00000000103381
-0.96•1.46-1 31-1.46-1 46•1.46-1 46
-1.46-1
-1-1-1-0-0-0
00
011
46
464631968653
1056
560265
N T
DATATYPE
ANCHOR
TI
GUIDE
TI
FLANGE
WEIGHTFLANGE
TI
GUIDE
GUIDE
D A T A L I S T I N G
DESCRIPTION
RigidThermal movements : None
ID : A02 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.15Gaps set Weightless
Weld neck SIF = 1.00Rating = 400, Weight = 35 Ib12 Ib , No offsetsWeld neck SIF = 1.00Rating = 400, Weight = 35 Ib
ID : A09 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.06, Right = 0.06 inchFriction = 0.00Gaps set Weightless
ID : B01 1, Connected to GroundStiffness = RIGIDGap-down = 0.00, Above = 0.06 inchGap-left = 0.00, Right = 0.06 inchFriction = 0.00Gaps set Weightless
AY02E-R2.OUT 3-4-97 10:30a Page 3 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 MODEL PAGE 7
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 MODEL PAGE I
C O M P O N E N T D A T A L I S T I N G
POINTDAME
B02B03 HB03B03 HB03 FB04B05B06B07B08
B09 NB09B09 MB09 FB10 NB10BIO MB1O FB10AB1OBB11 HB11B11 MB11 FB12
---COORDINATECftX
3.853.853.853.853.853.853.853.853.853.85
3.853.854.004.354.594.924.824.924.924.924.924.924.924.924.92
**• SEGMENT C608
C01 NCOIC01 MC01 FC02 NC02C02 MC02 FC03C04
3.85
3.563.393.443.393.393.393.343.223.143.10
Y
0.940.940.941.091.441.442.194.315.315.66
6.026.526.376.526.526.526.426.196.126.085.895.395.545.395.39
5.66
5.665.665.715.836.036.206.156.206.206.20
)- --2
1.982.753.253.103.253.253.253.253.253.25
3.253.253.253.253.253.253.253.253.253.253.253.253.403.753.75
3.25
3.253.253.253.253.253.253.253.253.253.25
DATATYPE
TI
HEIGHT
HEIGHTTEE
TI
TI
TI
ANCHOR
TEE
TI
TI
DESCRIPTION
27 Ib , No offsets •
35 Ib , No offsetsB16.9 welding teeSIF - In = 1.34, Out = 1.45
RigidThermal movements : None
B16.9 welding teeSIF • In = 1.34, Out = 1.45
P I P E D A T A L I S T I N G
Pipe ID/ Norn/ O.D. Thickness(inch) Spec Weight(lb/ft )Material Sch inch W.Th. Corr Mill Insu Ling Grav Pipe Other Total
3"PIPE 3.000 3.500 0.216 0.06 0.03AU STD
4PIPEAU
4 4.500 0.237 0.06 0.03STO
2PIPE 2.000 2.375 0.154 0.06 0.02AU STD
10CS
10 10.750 1.000 0.06 0.13XXS
0 0 1.12 7.75 0 11.34
0 0 1.12 11.04 0 17.22
0 0 1.12 3.74 0 5.37
0 0 1.12 104 0 133
Number of points in the system : 64
" AY02E-R2.OUT 3-4-97 10:30a Page 4 of 32
sOB
AY02E-R203/04/97
MaterialName
AU
AU
cs
AU
to
.Rev.
o
PROJECT U-320, 241-AY-02E SLUICE PIT FLUOR DANIELJUMPER ASSEMBLY STRESS ANALYSIS
1 M A
Pipe
4PIPE
3"PIP
10
2PIPE
T E R I A L
DensityD Ib/cu.ft
501.0
501.0
489.0
501.0
D A T A L
Pois. Temper.Ratio deg F
0.30 40.0180.0
0.30 40.0180.0
0.30 40.0180.0
0.30 40.0180.0
NORTHWEST, INC.AutoPIPE*4.60 MODEL PAGE 9
I S T I N
ModulusE6 psi
28.42
28.42
29.62
28.42
G
:xpans.in/100ft
1.5442
1.5442
1.0406
1.5442
AllOH.psi
16700.016700.0
16700.016700.0
20000.020000.0
16700.016700.0
AY02E-R203/04/97
POINT --NAME
21
3456
7A028
PROJECTJUMPER
W-320H
241-AY-02E SLUICE PIT FLUOR DANIEL NORTHWEST, INC.ASSEMBLY STRESS ANALYSIS AutoPIPE+4.60 MODEL PAGE 10
-COORDINATEDX
3.853.85
3.853.853.853.85
3.850.005.60
Y
0.630.38
0.941.443.645.50
8.600.635.50
FRAME POINT DATA LISTING
)--- DATAZ TYPE
0.560.56 Y-STOP
0.560.56 WEIGHT0.560.56 WEIGHT
0.56-0.81-1.00 ANCHOR
DESCRIPTION
ID : 1 1, Connected to GroundGap-Below = 0.00, Above = 0.06 inchFriction = 0.00Gaps set Weightless
1000 Ib , No offsets
2250 Ib , Offsets in ftOX = 0.00, DY = 0.00, 01 = 0.04
RigidThermal movements : None
Ar02E-R2.OUr 3-4-97 10:30a Page 5 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 MODEL PAGE 11
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTBUEST, INC.AutoPIPE+4.60 MODEL PAGE 12
BEAM DATA LISTING CROSS SECTION LISTING
BEAMID
M1
H2
M3
M4
M5
H6
M7
M8
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
FromTo
POINTNAME
21
23
34
45
56
67
5A02
68
LENGTH(ft )
0.25
0.31
0.50
2.20
1.86
3.10
5.08
2.34
SECTION ID/MATERIAL ID
XS10A36
XS10A36
XS10A36
XS12A36
XS12A36
XS12A36
C3X4.1A36
C3X4.1A36
BETA RIGID RELEASEANGLE END(ft) Ax Y-Y Z-Z
Section ID Areatsq.in )ID Axial Y-Shear 2-shear
Inertia (in**4 )Torsion Y-Y Bend Z-Z Bend
"8 !
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
0.000.00
IIN
NN
NN
NN
N
IIN
NN
NN
NN
NN
NN
NN
NN
N
NN
NN
NN
NN
NN
NII
NN
IIN
NN
NN
xsioXS12XS12C3X4.1
16.19.19.1.
10202021
8.059.609.600.51
8.059.609.600.51
424.0724.0724.00.0
212.0362.0362.0
0.2
212.362.362.
1.
0007
Ar02E-R2.0UT 3-4-97 10:30a Page 6 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 MODEL PAGE 13
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 MODEL PAGE 14
BEAM MATERIAL LISTING
MATERIAL ID
A36
Elasticmodulus PoissonsE6 psi ratio
YieldStresspsi
DensityIb/cu.ft
UltimateExpansion stressE-6 /F psi
TEMPERATURE AND PRESSURE DATAC A S E 1 C A S E 2 C A S E 3
POINT PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN. PRESS. TEMPER EXPAN.NAME psi deg F in/100ft psi deg F in/100ft psi deg F in/100ft
490.00 6.50000 •*• SEGMENT AA00 325A09 325A10 3252 325
*** SEGMENT 83 325BOO 325B02 325B12 325
*** SEGMENT CB08 325C04 325
180 1.544180 1.544180 1.041180 1.041
180180180180
180180
1.0411.5441.5441.544
1.5441.544
AV02E-R2.OUT 3-4-97 10:30a Page 7 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 1
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 2
A N A L Y S I S S U M M A R Y
Current model revision number : 1
Static - Date and Time of analysisModel Revision NumberNumber of Ioad casesLoad cases analyzedGaps/Friction/Yielding consideredTolerance - Force, DisplacementFriction - Factor, toleranceHanger des i gn runCut short includedOccasional load analysis typeNon-linear analysis summary fileBase load cases for nonlinear analysis
Weight of contents includedPressure stiffening caseWater elevation for buoyancy loads .
Modal - Date and Time of analysisModel Revision NumberNumber of modesCutoff frequency (Hz)Weight of contents includedPressure stiffening case ,Water elevation for buoyancy loads. ,
Response - Date and Time of analysisModel Revision NumberNumber of load casesLoad cases analyzedDate and time of modal analysis ...Number of modesCutoff frequency (Hz)
h3 m Model revision of modal analysis ..^ 2? Weight of contents includedo ^3 Pressure stiffening caseCO to Water elevation for buoyancy loads
Mar 4, 1997 10:27 AM12GR T1Yes100.00 Ib 0.0600 in1.00 0.10NoNoNonlinearAY02E-R2.LOG
GR = NoneT1-= GR
Yes0Not considered
Mar 4, 1997 10:27 AM1
, 433.0Yes
. 0, Not considered
, Mar 4, 1997 10:27 AM. 1. 3. R1 R2 R3. Mar 4, 1997 10:27 AM. 4, 33.0, 1, Yes. 0. Not considered
CODE COMPLIANCE COMBINATIONS
Combination Category Method Load Factor Allowable Remarks
GR + Max P Sustain Sum Gravity 1.00 Automatic DefaultMax Long 1.00
Cold to T1 Expansion Sum Thermal 1 1.00 Automatic Default
Sus. + R1 Occasion Abs sum Response 1 1.00 Automatic DefaultMax Sus 1.00
Sus. + R2 Occasion Abs sum Response 2 1.00 Automatic DefaultMax Sus 1.00
Sus. + R3 Occasion Abs sum Response 3 1.00 Automatic DefaultMax Sus 1.00
Hoop Max Hoop 1.00 Automatic Default
OTHER USER COMBINATIONS
Combination Method Load Factor Remarks
Default
Default
Default
Default
Default
User
G«
T1
R1
R2
R3
GR*T1
RESPONSE
Sum
Sum
Sum
Sum
Sum
Sum
Gravity 1.00
Thermal 1 1.00
Response 1 1.00
Response 2 1.00
Response 3 1.00
Gravity 1.00
Thermal 1 1.00
Response 1 1.00 UserResponse 2 1.00Response 3 1.00
Abs sum GR+T1 1.00 UserRESPONSE 1.00
CODE COMPLIANCE
Y - Factor 0.40Weld efficiency factor 0.80Range redaction factor 1.00
AY02E-R2.0UT 3-4-97" 10:30a Page 8 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTKUEST, INC.AutoPIPE+4.60 RESULT PAGE 3
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 4
Design Pressure Factor 1.00Minimum stress ratio used in reports... 0.00Include corrosion in stress calcs YInclude torsion in code stress tiInclude axial force in code stress NLongitudinal pressure calculation PD/4tInclude rigorous pressure Not analyzed
RESPONSE SPECTRUM LOAD CASES :
Number of load cases analysed : 3
Load case 1 - R1
Missing mass : YesZPA : No
Combination method : SRSS
X- Spectrum : SC1Multiplier : 1.00
SCI
Freq(Hz) Grave Freq(Hz) Grav( > Freq(Hz) Grav(
0.1000.4001.640
20.000
0.010.100.420.26
0.1600.6008.000
33.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
AY02E-R2.OUT 3-4-97 10:30a Page 9 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 5
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 6
Load case 2
Missing mass : Yes2PA : No
Combination method : SRSS
Y- Spectrum : SC1Multiplier : 1.00
FreqCHz) Grave Freq(Hz) Grav< ) Freq(Hz) Grave
0.1000.4001.640
20.000
0.01 0.1600.10 0.6000.42 8.0000.26 33.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
Load case 3 - R3
Missing mass : YesZPA : No
Combination method : SRSS
Z- Spectrum : SC1Multiplier : 1.00
Freq(Hz) Grave ) FreqCHz) Grave ) Freq(Hz) Grave
0.1000.4001.640
20.000
0.010.100.420.26
0.1600.6008.00033.000
0.030.160.420.20
0.2501.10012.000100.000
0.060.280.340.20
AY02E-R2.0UT 3-4-97 10:30a
AY02E-R203/04/97
PROJECT W-320, 241-AY-02E SLUICE PITJUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 7
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE I
F R E Q U E N C I E S
Mode Frequency Frequency PeriodNumber (Rads/sec) (Hertz). (Sec)
D I S P L A C E M E N T S
Participation factorsX Y 2
Point . Load TRANSLATIONS (in )name combi nat i on X Y Z
ROTATIONS (deg )X Y 2
1
2
3
4
75.5913
110.5581
122.1752
139.4641
12
17
19
22
.0307
.5959
.4448
.1964
0
0
0
0
.083
.057
.051
.045
-0.013
-0.930
1.476
0.452
0.065
0.025
0.063
0.559
-1.079
-2.747
0.491
0.054
' * * Segment A begin 5
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.000-0.002•0.0020.0000.002
•0.000-0.005-0.0060.0000.006
-0.001-0.013-0.0140.000
• 0.014
0.0000.0000.0000.0000.000
0.0000.0040.0040.0000.004
0.0000.0040.0040.0000.004
0.0000.0040.0040.0000.004
0.0000.0070.0070.0000.007
0.0000.0060.0060.0000.006
0.0000.0020.0020.0000.002
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.000 .0.000
0.0000.0000.0000.0000.000
0.000-0.004-0.0040.0010.004
0.000-0.008-0.0080.0010.009
0.000-0.016-0.0160.0010.016
0.0000.0000.0000.0000.000
0.000-0.001-0.0010.0010.002
0.001-0.039-0.0380.0100.048
0.001-0.039-0.0380.0100.048
0.001-0.044-0.0430.0060.049
0.000-0.044-0.0440.0010.045
-0.001-0.042-0.0430.0020.045
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0070.0800.0870.0000.087
0.0070.0800.0870.0000.087
0.0070.0800.0860.0010.087
0.0060.0780.0840.0030.087
0.0060.0760.0820.0040.087
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
-0.001-0.002•0.0040.0050.009
•0.001-0.OO2-0.0040.005
. 0.009
-0.002-0.004-0.0060.0040.010
•0.002•0.005-0.0080.0030.011
•0.003-0.007-0.0100.0030.012
Ar02E-R2.0UT 3-4-97 10:30a Page 11 of 32
AY02E-R2 PROJECT03/04/97 JUMPER
Pointname
A03 N
A03 H
A03 F
A03A
A03B
A04
A05
Load
U-320, 241-AY-02E SLUICE PITASSEMBLY STRESS ANALYSIS
0 I S P L A C E M E N T
TRANSLATIONS (in )combination X
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
-0.001-0.016•0.0170.0000.017
-0.001•0.018-0.0200.0010.021
-0.002-0.015-0.0160.0010.017
-0.0020.0050.0030.0010.004
-0.0020.0160.0140.0010.015
-0.0020.0260.0250.0010.026
-0.0020.0280.0260.001
. 0.027
Y
0.0000.0000.0000.0000.000
0.000-0.003-0.0030.0000.003
-0.001-0.004-0.0050.0000.005
-0.002-0.003-0.0050.0010.006
-0.002-0.003-0.0050.0010.005
-0.002-0.002-0.0040.0010.005
-0.002-0.002-0.0040.0010.005
Z
0.000-0.018-0.0180.0010.019
0.000-0.026-0.0260.0010.027
0.000-0.032-0.0320.0020.034
-0.001-0.041-0.0420.0060.048
-0.001-0.046-0.0460.0080.054
-0.001-0.049-0.0500.0100.060
-0.001-0.049-0.0500.0100.060
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60
S
RESULT PAGE 9
ROTATIONS (deg )X
-0.002-0.041-0.0430.0020.045
-0.005-0.032-0.0370.0020.039
-0.006-0.027•0.0330.0020.035
-0.007-0.018-0.0250.0030.028
-0.007-0.018-0.0250.0030.028
-0.008-0.014-0.0210.0030.024
-0.008-0.013-0.0210.0030.024
Y
0.0060.0760.0810.0050.086
0.0040.0630.0660.0110.077
0.0020.0430.0450.0150.060
0.0010.0280.0290.0150.043
0.0010.0280.0290.0150.043
0.O010.0150.0160.0130.029
0.0010.0130.0140.0130.027
2
-0.003-0.007-0.0100.0020.012 •
-0.004-0.004•0.0080.0020.010
-0.0040.001-0.0030.0020.005
-0.0010.0030.0020.0010.003
-0.0010.0030.0020.0010.003
0.0020.0050.0070.0010.007
0.0020.0050.0070.0010.008
AY02E-R2 PROJECT03/04/97 JUMPER
Pointname
A06
A07 N
A07 M
A07 f
A08
A09
A10
Load
U-320, 241-AY-02E SLUICE PITASSEMBLY STRESS ANALYSIS
D I S P L A C E M E N T
TRANSLATIONS (in )combination X
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1 'GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
-0.0020.0290.0280.0010.029
-0.0020.0290.0280.0010.029
-0.0020.0340.0330.0010.033
-0.0010.0320.0310.0000.032
-0.0010.0310.0300.0000.030
-0.0010.0260.0240.0000.024
-0.0010.0140.0130.0010.013
Y
-0.002-0.002-0.0040.0010.005
-0.002-0.002-0.0040.0010.005
-0.001-0.001-0.0020.0010.003
0.0000.000-0.0010.0000.001
0.0000.0000.0000.0000.001
0.0000.0000.0000.0000.000
0.0000.0000.0000.0010.001
z-0.001-0.049-0.0500.0110.061
-0.001-0.049-0.0500.0110.061
-0.001-0.046-0.0470.0110.059
-0.001-0.039-0.0410.0120.052
-0.001-0.038-0.0390.0120.051
-0.001-0.033-0.0340.0120.046
-0.001-0.023-0.0240.0120.036
FLUOR )ANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 10
S
ROTATIONS (degX
-0.008-0.012-0.0200.0030.024
•0.008-0.012•0.0200.0030.024
-0.008-0.010-0.0190.0040.022
-0.006-0.003-0.0090.0050.014
-0.006-0.003-0.0080.0050.013
-0.004-0.001-0.0040.0050.009
0.000•0.003-0.0030.0060.009
Y
0.0010.0110.0120.0130.025
0.0010.0110.0120.0130.025
0.001-0.031-0.0300.0080.038
0.002-0.071-0.0690.0050.074
0.002-0.072-0.0710.0050.076
O.002-0.080-0.0780.0050.083
0.003-0.099-0.0960.0010.097
)z0.0020.0060.0080.0010.009
0.0020.0060.0080.0010.009
0.0040.0100.0140.0010.015
0.0030.0110.0140.0020.015
0.0030.0110.0140.0020.016
0.0020.0140.0160.0020.018
0.0000.0220.0220.0030.026
AY02E-R2.OUT 3-1-97 10:308 Page 12 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPlPE+4.60 RESULT PAGE 11
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 12
D I S P L A C E M E N T S
Point Loadname combination
TRANSLATIONS ( i n )X Y 2
ROTATIONS (deg )X Y Z
GRT1GR+T1RESPONSETOTAL •
-0.0010.0040.0030.0010.004
0.0000.0000.0000.0000.000
-0.001-0.018-0.0190.0120.031
0.000-0.003-0.0030.0060.009
0.-0.-0.0.0.
003099096001097
0.0000.0230.0220.0030.026
*** Segment A end '
*** Segment B begin '
3 GRT1GR+T1RESPONSETOTAL
BOO GRT1GR+T1RESPONSETOTAL
B01 GRT1GR+T1RESPONSETOTAL
802 GRT1GR+T1RESPONSETOTAL
B03 N GRT1GR+T1RESPONSETOTAL
B03 M GRT1GR+T1RESPONSETOTAL
-0.0010.0030.0020.0010.002
0.000-0.007-0.0070.0010.008
0.000-0.020-0.0200.0000.020
0.000-0.028-0.0270.0010.028
0.001-0.045-0.0440.0030.046
0.002-0.053-0.0510.0040.055
0.0000.0000.0000.0000.000
0.0000.0000.0000.0010.001
0.0000.0000.0000.0000.000
-0.001-0.003-0.0040.0000.004
•0.003-0.014-0.0170.0010.018
-0.004-0.016-0.0200.0020.021
-0.001-0.019-0.0200.0110.031
-0.001-0.014-0.0150.0110.026
-0.001-0.004-0.0050.0110.016
-0.0010.0010.0000.0110.011
-0.0010.0130.0120.0110.023
-0.0010.0200.0190.0110.031
0.000-0.003-0.0030.0070.010
0.000-0.003-0.0030.0060.010
0.0060.0350.0410.0050.046
0.0100.0540.0640.0050.069
0.0130.0640.0770.0060.083
0.0120.0410.0520.0100.062
0.003•0.099-0.0960.0010.097
0.003•0.099-0.0960.0010.097
0.005•0.106-0.1010.0080.109
0.006-0.107-0.1010.0110.111
0.007-0.106-0.0990.0150.114
0.008-0.096-0.0870.0250.113
0.0000.0230.0220.0030.026
0.0000.0230.0220.0030.026
0.0000.0140.0140.0040.018
0.0000.0120.0110.0040.015
-0.0010.0080.0070.0050.012
-0.0010.0020.0010.0040.004
D I S P L A C E M E N T S
Pointname
B03 F
B04
605
B06
B07
B08
B09 N
Loadcombination
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1 •GR+T1
RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
TRANSLATIONS (1X
0.002•0.055-0.0530.0050.058
0.002-0.055-0.0530.0050.058
0.002-0.053-0.0510.0040.055
0.002-0.037-0.0360.0030.038
0.001-0.023-0.0220.0020.024
0.000-0.016-0.0160.0010.018
-0.001-0.009-0.0100.0010.011
Y
-0.004-0.011-0.0150.0020.017
-0.004•0.011•0.0150.0020.017
-0.0040.000-0.0040.0020.006
-0.0040.0330.0280.0020.030
-0.0040.0480.0440.0020.046
-0.0040.0530.0490.0020.051
-0.0040.0590.0550.0020.056
n )Z
0.0000.0240.0240.0110.035
0.0000.0240.0240.0110.035
0.0010.0220.0230.0100.033
0.0020.0060.0080.0120.020
0.002-0.004-0.0020.0140.016
0.002-0.007-0.0050.0160.021
0.002-0.011-0.0090.0170.026
ROTATIONS (degX
0.007-0.0040.0030.0150.018
0.006-0.0040.0030.0150.018
0.005-0.019•0.0150.0170.032
0.001-0.045-0.0440.0210.065
0.000-0.048-0.0490.0210.070
0.000-0.048-0.0490.0210.070
•0.001-0.047-0.0480.0210.068
Y
0.008-0.088-0.0800.0290.109
0.008-0.088-0.0800.0290.109
0.009-0.082•0.0730.0350.108
0.010-0.064-0.0540.0520.107
0.011-0.056-0.0450.0600.106
0.011-0.053-0.0420.0630.106
0.011-0.050-0.0390.0650.104
)Z
-0.001-0.012-0.0130.0030.016
-0.001-0.012-0.0130.0030.016
0.000-0.019-0.0190.0040.023
0.004-0.057-0.0530.0060.059
0.007-0.084-0.0760.0070.083
0.009-0.094-0.0850.0080.093
0.010-0.106-0.0970.0080.105
AY02E-R2.OUT 3-4-97 10:30a Page 13 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEM8LY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 13
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 14
D I S P L A C E M E N T S
Pointname
B09 M
B09 F
B10 N
BIO M
B10 F
B10A
B10B
Loadcombination
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
TRANSLATIONS (X
-0.0020.0040.0020.0010.004
-0.0020.0150.0130.0020.015
-0.0020.0190.0170.0020.018
-0.0020.0180.0160.0010.018
-0.0010.0090.0080.0010.009
-0.0010.0060.0050.0010.006
-0.0010.0050.0040.0010.005
Y
-0.0040.059.0.0560.0020.057
•0.0030.0460.0440.0010.045
-0.0020.0350.0330.0010.034
-0.0010.0220.0220.0000.022
0.0000.0140.0140.0010.014
0.0000.0130.0130.0010.013
0.0000.0130.0130.0010.013
in )Z
0.002-0.013-0.0110.0160.027
0.001-0.011-0.0100.0110.021
0.000•0.009-0.0090.0080.016
-0.001'-0.006-0.0060.0040.010
•0.001-0.004-0.0050.0020.006
-0.001-0.004-0.0040.0020.006
-0.001-0.004-0.0040.0010.006
ROTATIONS (degX
-0.001-0.042-0.0430.0190.062
-0.001-0.039-0.0400.0180.059
-0.001-0.037-0.0380.0190.057
-0.001-0.032-0.0340.0190.052
-0.002-0.023-0.0240.0190.043
-0.002-0.022-0.0240.0190.043
-0.0050.0280.0230.0120.035
Y
0.012-0.048-0.0370.0670.104
0.012-0.043-0.0310.0700.102
0.012-0.043-0.0300.0710.101
0.012-0.037-0.0250.0710.096
0.012-0.033-0.0210.0710.093
0.012-0.033-0.0210.0710.092
0.002-0.020-0.0180.0050.023
)Z
0.014-0.175-0.1610.0090.170
0.017-0.222-0.2050.0100.215
0.017-0.224-0.2070.0100.217
0.017-0.221-0.2040.0100.214
0.016-0.200-0.1850.0090.194
0.016-0.199-0.1840.0090.193
0.004-0.044-0.0400.0050.046
D I S P L A C E M E N T S
Point Loadname combination
TRANSLATIONS (in )X Y Z
ROTATIONS (deg )X Y Z
B11
B11
B11
B12
* * *
* * *
808
C01
C01
N
M
F
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
Segment B end
Segment C begin
N
M
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
0.0000.0030.0030.0010.004
0.0000.0010.0010.0000.001
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
. . *
. . .
0.000-0 .016•0 .016
0.0010.018
0.000-0.021-0.0210.0010.022
0.000-0.022-0.0220.0010.023
0.0000.0100.0100.0010.010
0.0000.0040.0030.0000.004
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
-0.0040.0530.0490.0020.051
-0.0050.0590.0540.0020.057
-0.0050.0620.0570.0030.059
-0.001-0.005-0.0050.0010.006
0.000-0.005-0.0050.0000.005
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.002-0.007-0.0050.0160.021
0.003-0.011-0.0080.0200.028
0.003-0.012•0.0090.0220.031
-0.0050.0290.0240.0120.036
-0.0050.0280.0230.0070.030
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.000-0.048-0.0490.0210.070
0.000-0.048-0.0490.0290.078
0.000-0.048-0.0490.0380.087
0.002-0.020-0.0180.0050.023
0.002-0.012-0.0110.0040.014
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.011-0.053-0.0420.0630.106
0.011-0.053-0.0420.0700.113
0.011-0.053-0.0420.0860.129
0.004-0.042-0.0380.0050.043
0.001-0.014-0.0130.0030.015
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.009-0.094-0.0850.0080.093
0.016-0.094-0.0790.0110.090
0.028-0.094-0.0660.0210.087
AY02E-R2.OUT 3-4-97 10:30a Page 14 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 15
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 16
D I S P L A C E M E N T S
Pointname
C01
C02
C02
C02
C03
C04
***
2
F
N
M
F
Loadcombination
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
Segment C end
GRT1GR+T1RESPONSETOTAL
TRANSLATIONS (in )X
-0.001-0.020-0.0210.0020.023
-0.003-0.016-0.0190.0030.022
-0.004-0.015•0.0180.0040.022
-0.004•0.015-0.0200.0040.024
-0.004-0.017-0.0210.0040.025
-0.004-0.017-0.0210.0040.025
-0.0010.0040.0030.0010.004
Y
-0.0060.0650.0590.0030.062
-0.0060.0680.0620.0030.065
-0.0060.0710.0650.0030.068
-0.0080.0740.0660.0040.070
-0.0080.0760.0670.0050.072
-0.0090.0760.0670.0050.072
0.0000.0000.0000.0000.000
z0.003-0.014-0.0110.0240.035
0.003-0.016-0.0130.0260.039
0.003-0.018-0.0150.0290.043
0.003-0.020-0.0160.0320.048
0.004-0.021-0.0170.0340.051
0.004-0.021-0.0170.0350.052
-0.001-0.018-0.0190.0120.031
ROTATIONS (degX
0.000-0.048-0.0490.0540.102
0.000-0.048-0.0490.0560.105
0.000-0.048-0.0490.0610.110
0.000-0.048-0.0490.0630.112
0.000-0.048-0.0490.0630.112
0.000-0.048-0.0490.0630.112
0.000-0.003-0.0030.0060.009
Y
0.011-0.053-0.0420.0940.136
0.011-0.053-0.0420.0970.139
0.011-0.053-0.0420.1010.143
0.011-0.053-0.0420.1060.148
0.011-0.053-0.0420.1060.148
0.011-0.053-0.0420.1070.150
0.003-0.099-0.0960.0010.097
)z0.038-0.094-0.0570.0300.087
0.040-0.094-0.0550.0320.086
0.048-0.094-0.0460.0360.082
0.054-0.094-0.0410.0390.079
0.054-0.094-0.0410.0390.079
0.055-0.094-0:0390.0390.079
0.0000.0230.0220.0030.026
D I S P L A C E M E N T S
Loadcombination
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
TRANSLATIONS CX
-0.0010.0050.0050.0010.005
-0.0010.0030.0020.0010.002
-0.0010.0000.0000.0000.001
-0.001-0.010-0.0110.0020.012
0.000-0.019-0.0190.0040.023
0.000-0.034-0.0340.0080.042
-0.001-0.013-0.0140.0000.014
Y
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0000.0000.0000.000
0.0000.0020.0020.0000.002
in
-0-0-000
-0-0-00
)2
.001
.018
.019
.012
.031
.001
.019
.020
.0110.031
-0.001-0.019-000
-0-0
.020
.011
.030
.001
.020-0.02100
0-0-000
0-0-000
0-0•0
.007
.028
.000
.021
.022
.005
.027
.000
.023
.023
.007
.030
.000
.016
.0160.0010.016
ROTATIONS (degX
0.000-0.003•0.0030.0060.009
0.000-0.003-0.0030.0070.010
0.000-0.003-0.0030.0080.010
0.001-0.003-0.0020.0090.011
0.001-0.003-0.0020.0090.012
0.001-0.003-0.0020.0090.012
-0.001-0.042-0.0430.0020.045
Y
0.003-0.099-0.0960.0010.097
• 0.003-0.099-0.0960.0010.097
0.003-0.099-0.0960.0010.097
0.003-0.099-0.0960.0010.097
0.002-0.099-0.0960.0010.097
0.002-0.099-0.0960.0010.097
0.0060.0760.0820.0040.087
)Z0.0000.0230.0220.0030.026
0.0000.0230.0220.0030.026
0.0000.0230.0220.0040.026
0.0000.0230.0220.0050.027
0.0000.0230.0220.0060.028
0.0000.0230.0220.0060.028
-0.003-0.007-0.0100.0030.012
Ar02E-R2.OUT 3-4-97 10:30a Page 15 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 17
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 18
D I S P L A C E M E N T S
Pointname
8
Loadcombination
GRT1GR+T1RESPONSETOTAL
TRANSLATIONSX
0.0000.0000.0000.0000.000
Y
0.0000.0000.0000.0000.000
(in )
z0.0000.0000.0000.0000.000
ROTATIONS (degX
0.0000.0000.0000.0000.000
Y
0.0000.0000.0000.0000.000
)2
0.0000.0000.0000.0000.000
S U P P O R T
Point/ Connect/ Load L O C A LSupp. ID Type Combi nat i on 0 i rn Force Deform
G L O B A LD i m Force Deform
A02A02 1 GuideStiff :RIGID
A09A09 1 GuideStiff :RIGID
B01B01 1 GuideStiff :RIGI0
GR
T1
GR+T1
RESPONSE
TOTAL
GR
T1
GR*T1
RESPONSE
TOTAL
GR
T1
downleft
upleft
upleft
downleft
downleft
downrght
downleft
downleft
downleft
downleft
downleft
downrght
216
216
11601388
11601388
361
461
822
633347
1455347
67048
270948
0.0000.001
0.0020.013
0.0020.014
0.0000.000
0.0020.014
0.0000.001
0.0000.026
0.0000.024
0.0000.000
0.0000.024
0.0000.000
0.0000.020
XYZ
XY
zXYzXYZ
XYZ
XYZ
XYZ
XYZ
XYZ
XYZ
XYZ
XYZ
-216
216
13881160
13881160
-361
-461
-822
347633
3471455
48-670
•48-2709
-0.0010.0000.000
-0.0130.002-0.016
-0.0140.002•0.016
0.0000.0000.001
0.0140.0020.016
-0.0010.000-0.001
0.0260.000-0.033
0.0240.000-0.034
0.0000.0000.012
0.0240.0000.046
0.0000.000-0.001
-0.0200.000-0.004
AY02E-R2.OUT 3-4-97 10:30a Page 16 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPlPE+4.60 RESULT PAGE 19
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTKUEST, INC.AutoPIPE+4.60 RESULT PAGE 20
S U P P O R T FO. R C E S
Point/ Connect/ Load L O C A L G L O B A ISupp. ID Type Combination D im Force Deform D im Force
R E S T R A I N T R E A C T I O N S
Point Loadname combination
FORCES (Ib )X Y 2 Result
MOMENTS (ft-lb )X Y Z Result
11 1 Y - StopStiff :RIGI0
GR+T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
downrght
downleft
downleft
down
up
down
down
down
3379
714284
4093284
3248
2031
1217
1161
2378
0.0000.020
0.0000.000
0.0000.020
0.000
0.000
0.000
0.000
0.000
XYzXYz
XYz
XYz
XYz
XY
zXY
zXY
z
-3379
284714
2844093
-3248
2031
-1217
1161
2378
-0.0200.000
-0.005
0.0000.0000.011
0.0200.0000.016
-0.0010.000
-0.001
0.0050.000
-0.018
0.0050.000
-0.019
0.0010.0000.012
0.0050.0000.031
AnchorGRT1GR+T1RESPONSETOTAL
GuideGRT1GR+T1RESPONSETOTAL
GuideGRT1GR+T1RESPONSETOTAL
GuideGRT1GR+T1RESPONSETOTAL
AnchorGRT1GR+T1RESPONSETOTAL
Y - StopGRT1GR+T1RESPONSETOTAL
-33-158-190
133323
000
13881388
0. 0
0347347
48-48
0284284
-23147125102227
00000
-67-262-330221551
-216216
011601160
-361-461-822633
1455
-670-2709-3379
7144093
-2431108865
86950
-32482031
-121711612378
-1-74-75477552
00000
00000
00000
13144157125282
00000
75315388542844
216216
018091809
361461822722
1496
67227103379
7684102
2451127888183
1017
32482031121711612378
2-99-97147244
00
• 000
00000
00000
-103553449
94543
00000
22426
026
00000
00000
00000
14-78-6353
117
00000
637434588
00000
00000
00000
40-427-387
68456
00000
6108109154261
00000
00000
00000
112703596128719
00000
AY02E-R2.OUT 3-4-97 10:30a Page 17 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT0 3 / 0 4 / 9 7 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 21
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT0 3 / 0 4 / 9 7 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.Au toP IPE+4 .60 RESULT PAGE 22
R E S T R A I N T R E A C T I O N S L O C A L F O R C E S M O M E N T S
Pointname
8
Loadcombination
AnchorGRT1GR4T1RESPONSETOTAL
X
85865
580645
FORCESY
-10786852
121
( I b2
-12-70-82533615
)Result
18120125789899
MOMENTS ( f t - l b )X
6-32-27-2350
Y
-4-46-492373
Z
7-45-383270
Result
10726846
113
Point Load
name combination
FORCES (lb
Y 2
MOMENTS (ft-lb >
Y Z Result
*** Segment A begin '
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRTlGR+T1RESPONSETOTAL
GRTlGR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
67262330221551
-81262182217399
-81262182218399
-81262181218399
-6113372
486558
-1-74-75471546
-1• 7 4-75471546
17475
477552
17475
473549
17475
471547
-1-74-75471547
59-238-178
181360
-90262172218390
-98262164218382
33158190133323
33158190123313
33158190120310
-33-158-190
120310
-33-158-190
120310
33158190120310
33158190120310
75315388542844
87315273535747
87315273533745
87315273533745
91315270533733
96315267533740
103315262533735
-2-24-26
026
• 2-24• 2 6
026
-2-24-26
026
-2-24-26
026
. - 7-39-47
754
-15-62-7733
110
-15-62-7733
110
-6-37-434588
225
1217
48
128
20
-4-9
-137
20
-9-27-362459
9283740
77
2410312897
225
-29997
147. 244
-2807828
106
-277759
85
2-77-75
681
-6-34-4084
123
27-35
-97988
71
-161-8933
122
6108109154261
4848331
111
581811291
58180
988
13587187
147
32
778695
161
77201174108279
AY02E-R2.OUT 3-4-97 10:30a Page 18 of 32
AY02E-R203/04/97
Point
PROJECTJUMPER
L
Load
W-320, 241-AY-02E SLUICEASSEMBLY STRESS ANALYSIS
0 C A L F 0 R C
FORCES ( I bname combination X
A02 +
A03 N
A03 M
A03 F
A03A
A038
A04 -
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
8-86-7846
125
8-86-7846
124
9768534
119
4194198
70269
419419867
266
419419866
265
419419866
265
Y
8923
11218
130
4194198
72270
-2198196
78273
73239613
108
512374
277
-4623
-231134
-5823
-351146
E S
)
PIT
£ M
2 Resu l t
4194198
72270
-87-23
-10917
126
• 8 0-23
-10315
118
-8867845
123
-8867833
112
-886782098
-886782098
90213241
88325
87213240
87323
80213237
86321
74213234
84315
52213226
75298
47213214
70284
59213216
70286
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60
O M E N T S
RESULT
MOMENTS ( f t - l b )X
-1817-11414
-1817-11414
17-77-60
2383
18-132-114
19133
18-132-114
19133
18-132-114
19133
18-132-114
19133
Y
2288
11095
205
59-121
-622284
25-105
-818
88
21257278
34312
11365376
24401
6427433
47. 480
0486487
60547
Z
72-117
-452469
-22•117-140
85225
-23-198-221
57279
-21-28-50
1464
-100-57
-15725
182
-101-74
•17525
200
-65-90
-15520
175
PAGE 23
Result
7714811999
216
6516915389
240
38237243
62304
35290304
42345
102393423
40460
103453481
57537
68512523
66589
AY02E-R203/04/97
Point
PROJECTJUMPER
L
Load
U-320, 241-AY-02E SLUICEASSEMBLY STRESS ANALYSIS
0 C A L F 0 R c
FORCES ( I bname combination X
A04 +
A05 -
A05 +
A06 -
A06 +
A07 N
A07 M
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GR .T1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
419419867
265
419419867
265
419419867
266
419419867
266
419419869
267
419419869
268
-219819644
239
Y
-9323
-701989
-9523
-721991
-10723
-8422
106
-10823
-8522
107
-14323
-12029
149
-885781492
-9-76-85
57141
E S
)Re
• 88678
886
-88678
886
-88678
684
-88678
684
-886781391
143-2312030
150
150-2312731
158
PIT
i M
u l t
93213224
70293
95213225
70293
107213229
71298
108213230
71299
143213245
76320
143213245
77320
150213248
78320
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60
O M E N T S
RESULT
MOMENTS ( f t - l b )X
18-132-114
19133
18-132-114
19.133
18-132-114
19133
18-132-114
19133
18-132-114
19133
18-132-114
19134
1-163-162
11174
Y
0486487
60547
0494494
61554
0494494
61554
-1502501
61562
-1502501
61562
-47-93
-14117
158
619242044
2
-65-90
-15520
175
-57-92
-14918
167
-57-92
-14918
167
-47-94
-14117
158
-47-94
-14117
158
1-502-501
61562
4-504-500
49549
PAGE 24
Result
68512523
66589
60520528
66594
60520528
66594
51527533
66599
51527533
66599
50528533
66599
7530526
54577
AY02E-R2.0UT 3-4-97 10:30a Page 19 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E03/04/97 JUMPER ASSEMBLY
L 0 C
Po in t Loadname combinat ion
A07 F GRT1GR+T1RESPONSETOTAL
A08 GRT1GR+T1RESPONSETOTAL
A09 - GRT1GR+T1RESPONSETOTAL
A09 + GRT1GR+T1RESPONSETOTAL
A10 GRT1GR+T1RESPONSETOTAL
2 GRT1GR+T1RESPONSETOTAL
* * * Segment A end
* * * Segment B beg in
3 GRT1GR+T1RESPONSETOTAL
A L
SLUICE PITSTRESS ANALYSIS
F 0 R C
FORCES < l bK
-886781896
-886781997
-886781997
-886782199
-8867834
112
-8867834
112
* • •
* * *
1314415732
190
Y
-15723
-13432
166
-15823
-13533
168
-16323
-14033
173
198484682636
1318
190484675635
1309
129484613635
1248
-391-1601-1992
7092701
E S
)2 R
-4-194-198
70268
-4•194-198
70269
-4-194-198
70269
-4-194-198277476
-4•194-198274473
-4-194-198274473
•25-100-125269393
a M
esult
157213252
79330
159213253
80332
16321325580
334
198529714694
1404
191529708692
1396
129529649692
1339
39216112002
7592736
FLUOR OANIEL NORTHWEST, INC.AutoPIPE+4.60
O M E N T S
RESULT
MOMENTS ( f t - l b )X
27-105
-781593
27-105
-781593
27-105
-781593
27-105
-781593
27-105
-781593
27-105
-781593
210210438
142
Y
-7448441
36477
-842942135
457
-9365356
43399
-936535643
399
-12243231155386
-14153140280419
-21186166263429
Z
5812117820
198
7311819222
213
12611123729
266
126111237
29266
• 4-194-190386576
-69-417-486678
1164
-241-611-852724
1576
PAGE 25
Result
64476482
44525
78457469
44513
130396435
54488
130396435
54488
30328309416700
76457512733
1241
242647874771
1640
AY02E-R2 PROJECT03/04/97 JUMPER
Pointname
BOO
B01 -
B01 +
B02
B03 N
B03 M
B03 F
L
Load
U-320, 241-AY-02EASSEMBLY
O C A L
SLUICSTRESS ANALYSIS
F O R C
FORCES < lbcombination X
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
•GRT1 'GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GR-T1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
1314415723
180
1314415723
180
1314415722
179
1314415720
177
14146160
18178
141887
102843
1070
17911081287
501338
Y
-452-1601-2053
7102763
-459-1601-2060
7102770
21111081319
541373
20611081314
531367
19311081300
521352
122680802
33835
13144157
17175
E S
)
PIT
& M
Z Resu l t
-25-100-125272396
-25-100-125272396
23•147-125
26150
23-147-125
24148
23-147-125
22147
23-147-125
21145
-2314712520
145
45316112063
7612797
46016112070
7612804
21211271334
641393
20811271329
621386
19411271316
591372
18811271309
581365
18111271303
571357
FLUOR DANIELAutoPIPE+4.60
O M E N T S
NORTHWEST, INC.RESULT
MOMENTS ( f t - l b )X
210210438
142
210210438
142
210210438
142
210210438
142
2102104.38
142
-11-9
-21133153
-11-158-169
154323
Y
-32141109172281
-487830
159189
-487830
159189
-40.29-11157168
-23-85
-107154261
-9-184-193
86279
-917616636
203
Z
-4712578
400479
24011341374
851459
24011341374
851459
171768940
781017
18-85-67
75142
-47-455-502
80581
69566635
79714
PAGE 26
Result
57214170437573
24511411378184
1478
24511411378
1841478
176776946179
1041
29157164175329
49491538177663
71613677177809
AY02E-R2.OUT 3-4-97 10:30a Page 20 of 32
PaeeB
-83
AY02E-R2 PROJECT03/04/97 JUMPER
Pointname
804
B05 -
BOS +
B06
B07 -
B07 +
B08 -
©
L
Load
U-320, 241-AY-02E SLUICEASSEMBLY STRESS ANALYSIS
0 C A L F 0 R C
FORCES ( l bcombination X
GRT1GR+T1RESPONSETOTAL
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
17911081287
501337
16611081274
501324
13911081247
431290
10311081211
401251
8511081193
401234
5011081158
371195
4411081152
371189
Y
1314415717
174
13144157
17174
1314415721
179
1314415722
179
1314415722
179
1314415722
179
1314415722
179
E S
PIT
& M
Result
-23147125
19144
-23147125
19144
-2314712512
136
-23147125
10135
-2314712510
135
-23147125
13138
-2314712513
138
18111271303
561356
16811271290
561343
14211271263
501310
10611271227
471271
8911271210
471254
5711271176
451216
5211271170
451210
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60
O M E N T S
RESULT
MOMENTS ( f t - l b )X
-11-158-169
154323
-11-158•169
154323
-11-158-169
154323
•11-158-169
154323
-11-158-169
154323
-11-158-169
154323
-11-158-169
154323
Y
-917616736
203
-2628726038
299
-2628726038
299
•7559952445
569
-97746649
48697
-97746649
48697
-105798693
48740
Z
69565634
79714
59457516
71588
59457516
71588
3015318327
210
179
268
34
179
268
34
12-41-29
735
PAGE 27
Result
71613677177809
66562602174734
66562602174734
81638581162687
99763671161769
99763671161769
107814713161808
AY02E-R203/04/97
Point
PROJECTJUMPER
L
Load
W-320, 241-AY-02EASSEMBLY
O C A L
SLUICESTRESS ANALYSIS
F O R C
FORCES ( I bname combination X
B08 +
B09 N
809 M
B09 F
B10 N
B10 M
BIO F
GRT1GR*T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1 'GR+T1 •RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
-4811081059
311091
-5511081053
321085
-60888828
39867
-2314712553
177
-2314712553
178
38-679-641
50691
81-1108-1027
341061
Y
1314415795
253
-2314712551
176
27-679-652
48700
-6811081040
331073
72-1108-1036
341069
70-888-817
39857
13144157100258
E S
PIT
& M
Z Resu l t
-2314712550
175
-13-144-157
97254
-13-144-157
99256
13144157100257
-13-144-157
100257
-13-144-157
100257
23-147-125
54179
5511271078
1121133
6111271072
1141128
6711271066
1161143
7311271059
1171117
7711271055
1181114
8111271051
1191130
8511271046
1191106
FLUOR DANIELAutoPIPE*4.60
O M E N T S
NORTHWEST. INC.RESULT
MOMENTS ( f t - l b )X
-11•158-169
85254
-11-158-169
85254
-5-198-203
64267
1-165-164
36200
1-165-164
36200
0-94-9426
120
-341
2122
Y
-3979875835
794
8-93-85
. 23109
9-54
3943
-5-86-9136
127
252531366
-3119117
. 15131
22-310-288
16304
Z
12-41-295382
48-851-803
23827
47-741-694
19713
-27371343
20364
11-108
-9822
119
-916715821
179
-5117112
16128
PAGE 28
Result
43814778107838
50870825
91872
48767723
77762
28415391
55434
1120419844
242
9226218
37252
23331309
31330
AY02E-R2.OUT 3-4-97 10:30a Page 21 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE03/04 /97 JUMPER ASSEMBLY STRESS ANALYSIS
L 0
Po in t Loadname combinat ion
B10A GRT1GR+T1RESPONSETOTAL
810B GRT1GR+T1RESPONSETOTAL
811 N GR• T1
GR+T1RESPONSETOTAL
B11 M GRT1GR+T1RESPONSETOTAL
B11 F GRT1GR+T1RESPONSETOTAL
B12 GRT1GR+T1RESPONSETOTAL
* * * Segment B end
C A L F O R C
FORCES ( I bX
226-1108
-882.56
937
226-1108
-88283
964
230-1108
-87884
962
176-680-504118621
13144157125282
13144157125282
• • •
* * * Segment C beg in * * *
B08 GRT1GR+T1RESPONSETOTAL
000
4343
Y
13144157108266
13144157123280
13146159124283
-15888772894
823
-2431108865
86950
-2431108865
86950
930
9345
138
E S
j
PIT
& M
2 Resul t
23-147-125
75200
23-147-125
100224
23•147-125
101225
23-147-125
102226
23-147-125
102227
23-147-125102227
000
9696
2281127904143994
2281127904179
1029
2311127901180
1027
2381127894182
1055
2451127888183
1017
2451127888183
1017
930
93114173
FLUOR DANIELAutoPIPE+4.60
O M E N T S
NORTHWEST, INC.RESULT
MOMENTS ( f t - l b )X
-341
2122
-341
2122
-330
2121
22-269-248
29277
40-427-387
68456
40-427-387
68456
000
5151
Y
24-320-296
14311
24-326-301
14315
29-354-325
22347
30-305-274
52326
14-78-6353
116
14-78-6353
117
000
6969
2
-6107101
18119
-71029520
115
-9746537
102
20-139•119
76194
103-550-447
94542
103-553-449
94543
660
6644
110
PAGE 29
Result
25338313
31334
26341316
32336
30362331
47362
43430388
96470
111701595128717
112703596128719
660
6697
140
AY02E-R203/04/97
Point
PROJECT W-320, 241-AY-02E SLUICEJUMPER.ASSEMBLY STRESS ANALYSIS
L 0
Loadname combination
C01 N
C01 M
C01 F
C02 N
. C02 M
C02 F
C03
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GR .T1GR+T1RESPONSETOTAL
GRT1GR<-T1RESPONSETOTAL
GRT1GR+T1RESPONSETOTAL
GRT1GRtT1RESPONSETOTAL
C A L F O R C
FORCES ( I bX
000
4343
640
6438
102
900
9045
134
890
8944
133
620
6237
100
000
4242
000
2121
Y
910
9145
136
640
6449
113
000
9595
000
4242
-620
-6248
111
870
8744
132
000
2323
E S
Re
000
9595
000
9595
000
4242
000
9595
000
9494
000
9494
00 •
04848
PIT
I M
suit
910
91114172
910
91113179
900
90113170
890
89113169
880
88112176
870
87112167
000
5757
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60
O M E N T S
RESULT
MOMENTS ( f t - l b >X
000
5151
000
1212
000
2525
000
2525
000
1111
00000
o0000
Y
000
4141
000
5454
-240
-242246
000
1616
000
1818
000
1010
00022
2
390
393472
280
282856
000
3535
•240
-241539
-190
-191130
9095
14
20213
PAGE 30
Result
390
397498
280
286279
240
244963
240
243449
190
192437
909
1117
20223
AY02E-R2.OUT 3-4-97 10:30a Page 22 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT0 3 / 0 4 / 9 7 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 31
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03 /04 /97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 32
L O C A L F O R C E S M O M E N T S i E A M F O R C E S S M O M E N T S
Point Loadname combination
FORCES ( I bY 2
MOMENTS ( f t - l b )Y Z Result
Beam Load P o i n t10 comb ina t i on name
FORCES ( I b )A x i a l Y-Shear Z-Shear
MOMENTS ( f t - l b )T o r s i o n Y -1 Mom. 2-2 Horn.
GRT1GR*T1RESPONSETOTAL
Segment C end
000
2121
000
2323
000
4848
000
5757
GR
T1
GR*T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
2121212121
2323232323
3434343434
4545454545
3234324820312031120312171160116023632377
3363334615461546181718001582158233993382
37373710
55-55
379237641170117049624934
27102566
55-55
276426211045104538103666
0000001111
-44
-194194
-198198270270468468
20-20-9494
-7474
509509583583
20-20-94
94-74
74479479553553
0000003333
-88
86-8678
•785353
131131
-2121
-5858
-7979
101101180180
-2121
-5858
-7979
467467546546
0000000000
-1414
153-153
140-140280280419419
7-7
-3333
-262620204747
7-7
-3333
-262620204747
0000001010
-6972
-417390
-486462677662
11631124
169-159221
-192390
-3501384133717741688
159-112
192-65350
-1771337
5451688
722
0000000000
27-28
-10545
-7817159693
113
26-16
-147100
-12184
122365243449
1629
-100-107
-84-78365
1390449
1468
AY02E-R2.OUT 3-4-97 10:30a Page 23 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTKUEST, INC.AutoPIPE+4.60 RESULT PAGE 33
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 34
B E A M F O R C E S S M O M E N T S ASME B31.3C (1992) CODE COMPLIANCE
Beam Load PointID combination name
FORCES (Ib )Axial Y-Shear Z-Shear
MOMENTS <ft-lb )Torsion Y-Y Mom. Z-Z Mom.
(Moments in ft-lb )Point Load In-Pl. Out-Pl. Torsionname combination Moment Moment Moment
S.I.FIn Out
(Stress in psi )Eq. Load Code Codeno. type Stress Allow.
W to
GR
T1
GR*T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
GR
T1
GR+T1
RESPONSE
TOTAL
5656565656
6767676767
5A025A025A025A025A02
6868686868
2574-2452
78-78
2652•253050550531573035
203000
2030202022320
28-41-171712-241597159716091621
14-1490-90103--103787787890890
-88
-5858-6565729729795795
00000033333333
115
-4242-3047883855
-11078-7878-685252130121
-1212-7070-8282269269350350
00000035353535
-111-1002222
-44
-1414-181820203838
5-51414-8824243232
0000000000
00-33-221133
006-65-54499
115-934090155-35521097071 1 2 •
000000
1070
1070
23
-2621-2424643028
54
-1446-84924233273
-172
-15-93-32-901386.87
1417177
000000
1030
1030
132
-123-89-111-871922129109
-4-91295512546834020986
Segment A begin
A00 MaxGR +ColdSus.Sus.Sus.
A01A MaxGR +ColdSus.Sus.Sus.
A01B MaxGR +ColdSus.Sus.Sus.
A01 N- MaxGR +ColdSus.Sus.Sus.
A01 N+ MaxGR +ColdSus.Sus.Sus.
A01 H MaxGR •ColdSus.Sus.Sus.
Max Pto T1+ R1+ R2+ R3
>Max Pto T1+ R1* R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
?Max Pto T1t R1+ R2* R3
299564
139
28012228
2776210
277428
277428
63437734
63727645
227314
487511
497510
497510
927181031
24
24
24
24
24
39
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
2.562.562.562.562.56
2.562.562.562.562.56
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
>.13>.132.132.132.13
2.132.132.132.132.13
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a>(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
48442094404237221042779
48442081312213620852218
48442086303210820912139
48442087302210420922128
48442113741215321232208
48442184412258122033164
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2.OUT 3-4-97 10:30a Page 24 of 32
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC. 'AutoPIPE+4.60 RESULT PAGE 35
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 36
ASME B31.3c. (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Point Load In-Pl. Out-Pl. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
A01
A01
A02
A03
A03
A03
A03
F-
F-t
N-
N+
M
F-
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
Max Pto T1+ R1+ R2• R3
Max Pto T1* R1• R2+ R3
Max Pto T1• R1+ R2* R3
Max Pto T1• R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1* R1+ R2+ R3
Max Pto T1* R1+ R2• R3
2735593199
2735593199
72117828688
59121697175
221175624101
23198512473
21257412248
928241046
928241046
22885724109
221175624101
59121697175
25105303028
2128262634
62
62
17
17
17
77
132
2.562.562.562.562.56
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.951.951.951.951.95
1.951.951.951.951.95
1.951.951.951.951.95
2.132.132.132.132.13
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.631.631.631.631.63
1.631.631.631.631.63
1.631.631.631.631.63
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
48442404468282724653371
48442200287237022242591
48442427551260324972855
48442368631253624252751
484425711127289526653315
484423551607261723952826
484423221946251123582598
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-lb ) (Stress in psi )
Pointname
A03 F*
A03A
A03B
A04
A05
A06
A07 II-
Lcadcombination
Max FGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
Max ?GR +ColdSus.Sus.Sus.
Max Pto T1+ R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max PGR +ColdSus.Sus.Sus.
Max Pto T1• R1* R2• R3
Max PGR +ColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
Max Pto T1* R1* R2• R3
>
Max Pto T1* R1* R2• R3
Max Pto T1+ R1• R2• R3
In-Pl.Moment
2128262634
10057104120113
10174107122
• 1 1 5
6590727978
5792636970
4794545760
4794545760
Out-Pl.Moment
21257412248
11365191134
642725749
048627254
049427255
150228255
150228255
TorsionMoment
132
132
132
132
132
132
132
S.IIn
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1.00.00.00.00.00
.FOJt
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001-.001.001.001.00
1.001.001.001.001.00
Eq.no.
(3a>(18)(17)(18)(18)(18)
(3a>(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
CodeStress
484422081084230622302354
484425471466259226432673
484425531692265026522770
484423801911251124442647
484423401940247223962608
484422931969242723402561
484422921969242623392560
CodeAllow.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2.OUT 3-4-97 10:30a Page 25 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
Pointname
A07 N+
A07 M
A07 F-
A07 F+
A08
A09
A10 -
<
Loadcombination
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR •ColdSus.sus.Sus.
Max PGR *ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
Max Pto T1+ R1+ R2• R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1• R1• R2+ R3
Max Pto T1• R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1• R1* R2+ R3
Max Pto T1+ R1+ R2+ R3
PIT FLUOR DANIELAutoPIPF.
ASME 831.3c (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
150228255
450430647
744834930
58121666972
73118818887
126111133152140
419425517297
Dut-Pl.Moment
4793545760
61912724
58120666972
744834930
8429371027
' 9365471229
122437415154
AY02E-R2.
ft-lbTorsionMoment
132
163
106
105
105
105
105
S.I FIn Out
1.951.951.951.951.95
1.951.951.951.951.95
1.951.951.951.951.95
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.63
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
1.001.001.00'1.001.00
1.001.001.001.001.00
OUT 3-4-97 10:30
+4.60
(StressEq.no.
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
a
Loadtype
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
NORTHWEST, INC.RESULT
in psiCodestress
484424343736269325102953
484421263725236721412549
484425213370278426132767
484423441777248124002476
484424201706256424912537
427929822753333432153197
427919382284430520604915
PAGE 37
)Code
Allow.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEM8LY STRESS ANALYSIS
Point Loadname
A10
2
***
***
3
BOO
BOO
B01
combination
+ Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Segment
Segment
Max PGR +ColdSus.Sus.Sus.
- Max PGR +ColdSus.Sus.Sus.
+ Max PGR +ColdSus.Sus.Sus.
- Max PGR +ColdSus.Sus.Sus.
Max Pto T1• R1+ R2• R3
Max Pto T1+ R1+ R2• R3
A end
B begi
Max Pto T1+ R1+ R2+ R3
Max Pto 11+ RI+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto 11+ R1+ R2+ R3
FLUOR DANIELAutoPIPE+4.60
ASHE B31.3C (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
419425517297
6941750899585
• **
n ***
241611712297787
4712531063348
4712531063348
2401134279290297
Out-Pl.Moment
122437415154
1415313820264
2118613726256
321419040194
321419040194
48788060203
Pa
ft-lb )TorsionMoment
S.IIn
.00105 1.00
105
102
102
102
102
ne 26 of
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
12
.FOut
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
(StressEq-no.
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
NORTHWEST. INC.RESULT
in psiCodeStress
201393158979934991
201394280
10269481047
2013974114
10639841083
2013940389899431002
427923431491480525035475
427940627943452645325575
PAGE 38
)Code
Allow.
160002000030000266002660026600
160002000030000266002660026600
160002000030000266002660026600
160002000030000266002660026600
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
Pointname
B01 +
B02
B03 N-
B03 N+
B03 M
B03 F-
B03 Ft
Pase
B-89H
NF-2475. B
Loadcomb
Max FGR tColdSus.Sus.Sus.
Max FGR tColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
MaxGR *ColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
MaxGR tColdSus.sus.Sus.
nation
Max Pto T1t R1t R2t R3
Max Pto T1t R1t R2t R3
Max Pto T1t R1+ R2t R3
>Max Pto T1t R1+ R2t R3
Max Pto T1t R1t R2t R3
Max Pto T1t R1t R2t R3
Max Pto T1+ R1+ R2t R3
FLUOR DANIELAutoPIPEt4.60
ASME B31.3C (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
2401134279290297
171768204207232
1885442288
1885442288
474557660120
6956610086140
6956610086140
Out-Pl.Moment
48788060203
40296552195
23843232176
23853232176
. 9184181594
9176161245
9176161245
ft-lb )Torsion S.IMoment In
1.00102 1.00
1.001.001.00
1.00102 1.00
1.001.001.00
1.00102 1.00
1.001.001.00
1.95102 1.95
1.951.951.95
1.959 1.95
1.951.951.95
158
158
.95
.95
.95
.95
.95
.00
.00
.00
.001.00
.FOut
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.631.631.631.631.63
1.631.631.631.631.63
1.631.631.631.631.63
1.001.001.001.001.00
(StressEq.no.
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
NORTHWEST, INC.RESULT
in psiCodeStress
427940627943452645325575
484429112895310830883708
48442205587233922533015
48442310889256923923677
484425123498279026413465
484427164299300828813438
484424002288255024842782
PAGE 39
CodeAllow.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2 PROJECT U-320, 241-AY-O2E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
Pointname
B04
B05
B06
807
B08 -
B08 ^
B09 N
Load
FLUOR DANIEL NORTHWEST, INC.AutoPIPE
ASME 831.3c (1992) CODE COMPLIANCE(Moments in
In-Pl.combination Moment
Max FGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
MaxGR tColdSus.Sus.Sus.
Max Pto T1+ R1* R2t R3
Max Pto T1t R1t R2t R3
Max Pto T1t R1+ R2t R3
>Max Pto T1t R1t R2* R3
>Max Pto T1t R1t R2+ R3
Max Pto T1t R1t R2t R3
Max Pto T1t R1+ R2t R3
6956510086140
594578973122
30153443853
179212122
105798139132127
39798616454
893141030
Out-Pl.Moment
9176161245
26287403262
7559910593102
97746132122121
1241141518
1241181665
48851606162
ft-lb )TorsionMoment
1158 1
11
S.IIn
.00
.00
.00
.001.00
1.00158 1.00
.001.00
158-
158
158
158
158
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.34
.34
.34
.34
.34
.34
.34
.34
.34
.34
.00
.00
.00
.00
.00
,FOut
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.001.001.001.001.00
1.451.451.451.451.45
.45
.45
.45
.45
.45
.00
.001.001.001.00
+4.60
(StressEq.no.
<3a)(18)(17)(18)(18)(18)
(3a)
(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDI.SPOCCOCCOCC
RESULT
in psiCodeStress
484424002287255024842782
484423762100253424512722
484424522381261125462623
484425402848270626582654
484427474032296229172891
484423334032247624902713
484422973249236523642423
PAGE 40
)Code
Allow.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2.OUT 3-4-97 10:30a Page 27 of 32
AY02E-R2 PROJECT U-320. 241-AY-02E SLUICE03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
Pointname
B09 N+
B09 M
B09 F-
B09 F+
B10 N-
B10 N+
B10 H
h
Loadcombination
Max PGR +ColdSus.Sus.Sus.
Max PGR *ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
Max FGR •ColdSus.Sus.Sus.
Max Pto Tl• R1• R2* R3
Max Pto Tl+ Rl* R2+ R3
Max Pto T1• R1• R2* R3
Max Pto Tl+ R1+ R2+ R3
Max Pto T1• R1+ R2+ R3
Max Pto T1+ R1• R2+ R3
Max Pto Tl+ R1+ R2+ R3
PIT FLUOR DANIELAutoPIPE+4.60
ASME B31.3C (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
48851606162
47741595658
27.371433933
27371433933
11108282317
11108282317
9167252019
Dut-Pl.Moment
893141030
95131148
5867
' 741
5867741
2523214
2523214
31198416
ft-lbTorsionMoment
158
198
165
165
165
165
94
S.IIn
1.951.951.951.951.95
1.951.951.951.951.95
1.951.951.951.951.95
1.001.001.001.001.00
1.001.001.001.001.00
2.562.562.562.562.56
2.562.562.562.562.56
.FOut
1.631.631.631.631.63
1.631.631.631.631.63
1.631.631.631.631.63
1.001.00.00.00.00
.00
.00
.00
.00
.00
2.132.132.132.132.13
2.132.132.132.132.13
(StressEq.no.
<3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
NORTHUEST, INC.RESULT
in psiCodeStress
484425166255264426462733
484425115449263225962832
484423242818247524312611
484421991548227622532374
48442117761220021762185
484421981272240823472348
484421801891237823132364
PAGE 41
)CodeAllou.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
Pointname
810 F-
B10 F+
B10A
B10B
B11 N-
B11 «*
B11 M
Loadcombination
Max FGR *ColdSus.Sus.Sus.
Max FGR +ColdSus.Sus.Sus.
MaxGR •ColdSus.Sus.Sus.
Max Pto T1+ R1+ R2+ R3
Max Pto T1+ R1* R2+ R3
Max Pto T1+ R1+ R2+ R3
Max PGR +ColdSus.Sus.sus.
MaxGR +ColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
MaxGR +ColdSus.Sus.Sus.
Max Pto Tl* R1* R2• R3
Max Pto T1+ R1+ R2* R3
>Max Pto T1t R1* R2* R3
Max Pto T1+ R1+ R2+ R3
PIT FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60
ASME B31.3c (1992) CODE COMPLIANCE(Moments in
In-Pl.Moment
22310.322733
511712720
6.10712823
•7
10213925
974'161245
974161245
20139293095
Dut-Pl.Moment
511712720
22310322733
24320322835
24326312935
29354443940
29354443940
30305725253
ft-lb )TorsionMoment
4
4
4
4
4
3
269
2;;
S.I FIn Out
.56
.56
.562.56.56
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.95
.95
.95
.95
.95
.95
.95
.95
.95
.95
.13
.13
.13
.13>.13
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.63
.631.631.63.63
1.631.631.631.631.63
(StressEq.no.
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
Loadtype
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTOISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
RESULT
in psiCodeStress
484423423105247524092545
484421751237222922012263
484421831260223222072279
484421881274223322132292
484422111350229122632392
484423072216244223932656
484423712337270225643090
PAGE 42
)Code
Allou.
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
AY02E-R2.0UT 3-4-97 10:30a Page 28 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 43
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 44
ASME B31.3C (1992) CODE COMPLIANCE(Moments in ft-Ib ) (Stress in psi )
Point Load In-PL. Out-PL. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In Out no. type Stress Allow.
ASME B31.3c (1992) CODE COMPLIANCE(Moments in ft- Lb ) (Stress in psi )
point Load In-Pl. Out-PL. Torsion S.I.F Eq. Load Code Codename combination Moment Moment Moment In out no. type Stress Allow.
B11 F- Max 1GR +ColdSus.Sus.Sus.
B11 F* Max IGR +ColdSUS.Sus.SUS.
B12 Max 1GR +coldSus.Sus.
' Sus.
>Max Pto T1+ R1+ R2+ R3
Max Pto T1+ m* R2+ R3
Max Pto T1+ R1+ R2• R3
103550118140188
103550118140188
103553118141189
1478593535
1478593535
1478593535
1.95427 1.95
1.951.951.95
1.00427 1.00
1.001.001.00
1.00427 1.00
1.001.001.00
1.631.631.631.631.63
1.001.001.001.001.00
1.001.001.001.001.00
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
HOOPSUST0ISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
484430374342341034243853
484425652617278927702986
484425672624279227732988
133601670025050222112221122211
133601670025050222112221122211
133601670025050222112221122211
*** Segment B end '
*** Segment C begin '
B08
coi
coi
si
Max PGR + Max PCold to T1Sus. + R1Sus. + R2Sus. + R3
N- Max PGR * Max PCold to T1SUS. + R1Sus. + R2Sus. + R3
H* Max PGR + Max PCold to T1Sus. + R1Sus. + R2Sus. + R3
660959875
390606445
390606445
007569
004341
004341
(3a) HOOP1.34 1.45 (18) SUST
0 1.34 1.45 (17) DISP1.34 1.45 (18) OCC1.34 1.45 (18) OCC1.34 1.45 (18) OCC
(3a) HOOP1.00 1.00 (18) SUST
0 1.00 1.00 (17) DISP1.00 1.00 (18) OCC1.00 1.00 (18) OCC1.00 1.00 (18) OCC
(3a) HOOP2.27 1.89 (18) SUST
0 2.27 1.89 (17) DISP2.27 1.89 (18) OCC2.27 1.89 (18) OCC2.27 1.89 (18) OCC
5016 133604110 16700
0 250505064 222115115 222116460 22211
5016 ,133603313 16700
0 250504030 222114127 222114660 22211
5016 133604913 16700
0 250506529 222116756 222117472 22211
C01 M
C01 F-
C01 Ft
C02 N-
C02 N+
C02 M
C02 F-
Max PGR •ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus. •
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR +ColdSus.Sus.Sus.
Max PGR •ColdSus.Sus.Sus.
Max Pto Tl* R1+ R2+ R3
Max Pto T1* R1+ R2+ R3
Max Pto T1* R1+ R2+ R3
Max Pto Tl+ R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
Max Pto T1* R1+ R2+ R3
Max Pto T1+ R1+ R2+ R3
280464933
240384028
004235
002116
240343527
190272622
90121210
006454
004235
240384028
240343527
002116
002118
001110
0
0
0
0
0
0
0
2.272.272.272.272.27
2.272.272.272.272.27
1.001.001.001.001.00
1.001.001.001.001.00
2.272.272.272.272.27
2.272.272.272.272.27
2.272.272.272.272.27
1.891.891.891.891.89
1.891.891.891.891.89
1.001.001.001.001.00
1.001.001.001.001.00
1.891.891.891.891.89
1.891.891.891.891.89
1.891.891.891.891.89
(3a>(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
<3a)(18)(17)(18)(18)(18)
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
50164122
0548156877446
28210
133601670025050222112221122211
5016 133603797 16700
0 250504866 222115023 222115971 22211
5016 1336016700
. 250503297 222113363 222113968 22211
5016 133602821 16700
0 250503162 222113177 222113338 22211
5016 133603797 16700
0 250504567 222114603 222114783 22211
5016 133603479 16700
0 250504038 222114009 222114587 22211
5016 133602717 16700
0 250502969 222112943 222113314 22211
AY02E-R2.OUT 3-4-97 10:30a Page 29 of 32
AY02E-R2 PROJECT W:320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 45
AY02E-R2 PROJECT W-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 46
ASME B31.3C (1992) CODE COMPLIANCE
Point Loadname combination
C02 F+ Max PGR +ColdSus.Sus.Sus.
C03 Max 1GR +coldSus.Sus.Sus.
*** Segment
Max Pto T1• R1• R2• R3
s
Max Pto T1+ R1• R2 '+ R3
C end
(Moments inIn-Pl.Moment
90121210
20222
••*
Out-Pl.Moment
001110
00002
ft-lb )Torsion S.Moment In
1.000 1.00
1.001.001.00
1.000 1.00
1.001.001.00
l.FOut
1.001.001.001.001.00
1.001.001.001.001.00
(StressEq-no.
(3a)(18)
Loadtype
HOOPSUST
(17) D1SP(18)(18)(18)
(3a)(18)(17)(18)(18)(18)
OCCOCCOCC
HOOPSUSTDISPOCCOCCOCC
in psiCodeStress
50162345
0245824462661
50162109
0213221292171
)Code
Allou.
133601670025050222112221122211
133601670025050222112221122211
S Y S T E M S U M M A R Y
Maximum displacements (in)
Maximum XMaximum YMaximum ZMax. total
Maximum rotations (deg)
Maximum XMaximum YMaximum ZMax. total
0.0580.0760.0610.093
0.1120.150
-0.2240.246
PointPointPointPoint
PointPointPointPoint
B03 FC04A07 NC04
C02 FC04B10 N810 N
Maximum restraint forces(lb)
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
TOTALT1TOTALTOTAL
TOTALTOTALT1TOTAL
Maximum XMaximum YMaximum ZMax. total
Maximum restraint m
Maximum XMaximum YMaximum 1Max. total
138840936154102
ments(ft-lb)
553117456719
PointPointPointPoint
PointPointPointPoint
A02B018601
B12B12B12B12
LoadLoadLoadLoad
LoadLoadLoadLoad
Comb.Comb.Comb.Comb.
Comb.Comb.Comb.Comb.
RESPONSETOTALTOTALTOTAL
T1TOTALTOTALTOTAL
AY02E-R2.0UT 3-4-97 10:30a Page 30 of 32
AY026-R2 PROJECT U-320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHUEST, INC.AutoPIPE+4.60 RESULT PAGE 47
AY02E-R2 PROJECT W"320, 241-AY-02E SLUICE PIT03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS
FLUOR DANIEL NORTHWEST, INC.AutoPIPE+4.60 RESULT PAGE 4i
S U M M A R Y
Maximum pipe forces Clb)
Maximum XMaximum YMaximum 2Max. total
Maximum pipe moment
Maximum XMaximum YMaximum ZMax. total
133827704762804
(ft-lb)
45679815761640
pointpointPointPoint
PointPointPointPoint
B03 FB01A09B01
B11 FB0833
Load Comb.Load Comb.Load Comb.Load Comb.
Load Comb.Load Comb.Load Comb.Load Comb.
TOTALTOTALTOTALTOTAL
TOTALT1TOTALTOTAL
S Y S T E M S U M M A R Y
Maximum sustained stress
PointStress psiAllowable psiRatioLoad combination
Maximum displacement stress
PointStress psiAllowable psiRatioLoad combination
Maximum occasional stress
Maximum hoop stress
Pointstress psiAllowable psiRatioLoad combination
PointStress psiAllowable psiRatioLoad combination
Maximum sustained stress ratio
PointStress psiAllowable psiRatioLoad combination
Maximum displacement stress ratio
PointStress psjAllowable psiRatioLoad combination
C01 N4913167000.29GR + Max P
B017943250500.32Cold to T1
C01 N7472222110.34Sus. + R3
B085016133600.38Max P
C01 H4913167000.29GR + Max P
B017943250500.32Cold to T1
AY02E-R2.OUT 3-4-97 10:30a Page 31 of 32
AY02E-R2 PROJECT U-320, 241-AY-02E SLUICE PIT FLUOR DANIEL NORTHWEST, INC.03/04/97 JUMPER ASSEMBLY STRESS ANALYSIS AutoPIPE+4.60 RESULT PAGE 49
S Y S T E M S U M M A R Y
Maximum occasional stress ratio
PointStress psiAllowable psiRatio
C01 N7472222110.34
Load combination : sus. + R3
Maximum hoop stress ratio
PointStress psiAllowable psiRatio
501613360
; 0.38Load combination : Max P
* * * The system satisfies ASHE B31.3 code requirements * •* * * for the selected options * •
AY02E-R2.OUT 3-4-97 10:30a Page 32 of 32
VERIFY AT ASSEM8L"
PLAN
( 3 2 ) - ADJUST TO CONTACTv
—/ WfTH EXST FLOOR
ELEVATION
ASSEMBLY/TN ASSEMBLY\J_y SCALE: 1 " " 1"-0"
ELEVATION
SUPPORT FRAME SUB-ASSYSCALE: 1"= I'-O"
HNF-2475, Rev. 0
•2-818413 DRAWING LIST
TO INCOfiP ECN W-320-X
TO INCORP ECN W-320-401
PARTS/MATERIAL LIST
X
2
2
2
X1
1
1
1
1
2
1
1
1
1
1
AR
2
AR
-010 ;
-020 '
-001
-002
-003
H-2-32440-1
H-2-32440-2
H-2-9018S-2
H-2-3194-2
H-2-3':97-3
H-2-90161-15
H-2-818509-1
H-M0I7I-5
MODELCMfXOM356NU
H V - 0 6 2 4 ,
SEE IIOTE 5
UE-0621
BLUE GARD
STYLE 3 7 0 0
HOME HCLAT URCOESCRIPI ION
ASSEMBLY
SUPPORT FRAME SUB-ASSEMBLY
BRACKET, PLATE 1 / 2 " 1HK
BRACKET. PLATE 1 / 2 " THK
U-BOLT. BAR 0 1 / 2 "
CONN, HOKIZ A"
CONN, VERT. 4 "
N 0 2 Z L E . MALE 2 "
KICKQFF PLATE. 2 " ROUND
GASKET 4 " TYPE I I I
L I F T I N G BA IL
JUMPER FLUSHING BLANK HEAD /
FUNNEl ASSEMBLY
OENSIIY/FLOW/TEMPERATURESENSOR tVD
BALL VALVE, 3T-3 WAY
CGB FITTING, 3 / 4 " NPT. W/FLAXPACKIMG BUSHING i : CABLE CLAMP
INSTRUMENT CA8LE
GASKET. 3" 300H RAISED FACE.1/8" THK COMPRESSED FIBER
CABLE TIE. ) 8 " LG. NWON
UATERIAL/RCKWNCE
ASTM A 36
ASTM A 36
ASTM A 36
FISHER-ROSEMOUNTMICRO-UOIJON
P B M
COMMERICAL
SEE LEGEND
GARLOCK
COWMERICAL
SHEET
1
2
2
2
1
2
3
A
5
6
7
8
9
1 0
11
12
13
14
15
16
17
18
19
2 0
21
22
23
24
25
26
27
28
29
F
1
PARTS/MATERIAL LIST [CONTINUED TO SHEET 2) '
(HftS-XX-XX) WIRING RUN NUMBER. SEE ELECTRICAL DRAWINGH-2-81899 FOR CABLE TYPE. WIRE NUMBERSAND DESTINATION.
WITH i2. HYOROSTATIC TEST AT 480 PSIC.3. JUMPER WEIGHT IS 775 LB APPROX.4. USE I!) COAT OF AMERLOCK 400 IN PLACE OF
AMERCOAT 187 PRIMER AND AMERCOAT 33, WHEREREOUIREO BY JUMPER FABRICATION SPECIFICATION.
b. VALVE SHAR BE 3"-3 WAY PBM MULT-PORT SERIES.T-PORT 180* TURN. FLOW PATTERN *5 . 3" SCHEEb 40
APPRFITTING, SST. »3" MP-H-39-8W-2/P0C0S9 ORO SUBSTITUTE.
pic CONSTRUCT^??
« • SEE PR/AT FORM
i .» t« C 0 JONES
1tfsag^
U.S. DEPARTMENT OF ENERGY
JUMPER ASSEM8LYPUMP PIT
AY-02A-U11-A-(C)W-320 TANK 241
SHQWM \^tfH-2-818501 I 2
2 PLOT SCALE; 1
4*
iBALLPORT FUNNEL SLOT
ROTATION POSITION
NOZ A
=24 z f l f t z CONN A
I CONN A ( Q
(5>- 2 9/16" RAD
BRACKETSCALE: 3" - V-0"
SCALE: t 1/2"= f - 0 "
UE-O621-1 (BROWN)JE-0621-2 (RED)
SHIELD fCUT WIRE SH E
UE-0621-4 fWHlTE>SHIELD (CUT WlRg SH SACK)
UE-0621-6 (GRAY)SHIELD (CUT WIRE SH BAO
UE-0621-8 (VlOLETI
WIRING CONNECTION DIAGRAM
HNF-2475, Rev. 0PageB-96 OHAWIHC TSACEABILITT LIST
REOUIRED
X
1
1
AR
AR
1
X1
8
S
64
4
AR
AR
Aft
1
2
3
1
1
i
2
1
2
PARl/llASH NUWSER MOuSNCLAIliRE'OESCRIPTIOM
(CONT FROM SHEET 1)
ASSEMBLY
SUPPORT FRAME SUB-ASSEMBLY
STUD BOLT, 3/4"-10UNO2A x 6" LG
STUD BOLT, 3/4"-10UNC-2A x 6 1/2" LG
MACHING SCREW. 3/4"-10UNO2Ax 3" L HEX HD
HEAVY HEX NUT. 3/4"-10UNC-2B
HEX NUT. l /2"-13UNC-2B
CHANNEL. C4 x 5.4
PLATE, 1 /2"
PLATE 1 /2" x 6" x 6"
BAR 1 /2" DIA
PIPE. 4" SCHEO 40S
PIPE. 2" SO-
EL80W. 90s
ELBOW. 90°
ELBOW, 90°
ELBOW, 45° A
eo 4os
R 4 " SCHED 40S BW
R 3 " SCHEO 40S BW
R 2 " SCHEO 40S BW
" SCHED 40S BW
ROCR ELBOW. 90" LR 4" x 3"SCHED 40S BW
CONC RDCR 3" x 2" SCHEO 40S 8W
FLANGE. 3" 300* RF WELD NECK
ECC ROCR. 1 " x 3" SCHED 40S BW
ELBOW. 90° SR 4 " SCHED 40S SW
MAT
ASTM
ASTU
A N S I
ASIM
A N S I
A S T M
A S T M
A S T M
A S T M
ASTM
ASTM
ASTM
ASTM
ASTU
ASTU
ASTM
ASTU
ASTM
ASTM
ASTM
RIAL/ftEFERENCE
A 193 CR B8 304
A 19J GR 68 304
818.2.1 CS
A 194 GR Sf 303
618.2.2 CS
A 36
A 36
A 36
A 36
A 312 GR TP 3<ML
A 312 GR TP 304L
A 403 W - S 304L
A 403 W - S 304L
A 403 WP-S 304L
A 403 WP-S 304L
A 403 WP-S 3041.
A 403 WP-S 304L
A 1B2 GR f 304L
A 403 WP-S 304L
A 403 WP-S 304L
|
1 1 12
30
31
32
33
34
l»I 36
|37
33
39
40
41
42
I 43
| 4 4
] 45
1 4647
43
49
I 50
| 5 1
|S2
| 5 3 -
F
Z
0
"• ""SEE PR/AT TOR).
JUMPER ASSEMBLYPUMP PIT
AY-02A-U11-A-(C)
•« I H-2-818501 10
PLOT SCALE: 1 - 1 2
I iI3 33s il 1
2* ?S
~2JS ;>£;3— CSss | i z%i %ii isi i; ; Sal:»?IIII l°l ill sll pf II ill Bgli
0
NORTH FOR CONT OFINSTRUMENTATION CABLES
SEE DWG H-2-818695. SK 2
INSTRUMENT AT IONACCESS SLOT
(IN COVER BLOCK)
SLUICE PIT 24I-AY-02E<H-2-643t4l
COVER BLOCKS REMOVED FOR CLAR1T
EXST \ \/T RW-352E i V .PIT~SPRAY NOZZLES
FROM VALVE PIT
ELECTRICALACCESS SLOT
ilN COVER BLOCK) -
AK DETECTOR ELEMENTLDE-102-21(H-2-64423)
VALVE ACTUATOR
-JUMPER ASSEMBLYH-2-818503(MOOIFIED)
(FROM TRANSFER BOX
- REMOTE ND22LE SEAlt'1 HOftIZ ASSV(H-2-73453-1)
SLUICE PUMP ASSEMBLYH-2-818494-2
34" RISER BELOW
" SN-2CO-M9 W/ 6" ENC-M26aaERNATE TO SLUICE "PIT C-O6C
UICE PUMP ASSEM8LY(H-2-B18494)
34" RISER 8ELOW
SECTION
SLUICE PIT241-AY-02E
1. FOR GENERAL NOTES. LEGEND AND KEY PLAN. SEE H-2-818S18.2. FOR CONTINUATION OF NEW LINES SEE H-2-818540.3. FOR CONTINUATION PF EXISTING LINES SEE H-2-64406.
HNF-2475, Rev. 0PageB-98
I23| DRAWING LIST
• R W SCHROEOCS *&•
• • " C D J O N E S
-•• »-»-3S
388PIPING
JUMPER ARRANGEMENTSLUICE PIT AY-02EW-320 TANK 241-C-106 SLUICIN
I I I II I »l I I " ' "™
45AR11» - ER«I8 1 ^ ~
2 PLOT SCALE: 1-12 KEHCAO
a ti>
,i
ill3 S S
is
1" LUBC RW-3S2J-USFfiOM VALVE PIT
m^Vr:4- — — -K ;* c°"m"1""
HNF-2475, Rev. 0
W320-27-030
W320 Tank 241-C-106 HVAC Seal Loop
C-i
KAISER ENGINEERSHNF
CALCULATION IDENTIFICATION AND INDEXPaga /,<!,/,
This sheet shows tha status and dascription of tha attached Design Analysis sheets.
Discipline M£C/-/fiA// CA L- WO/Jah U« \J3lO I izfa &Q!fi Calculation No.
Project No. & Nama W ZIP TANfC 24-/-C-/0& V is A C $ £~A L Un &
Calculation Jtam ,
Those calculations apply to:
owg.NO. H-2~ n/&4~77Dwg. No.
Other (Study, COR)
R«v. No.
Rov. No.
The status of these calculations is:
I I Preliminary Calculations
Q'Finat Calculations
LJ Chock Calculations (On Calculation Datod
LJ Void Calculation (Reason Voided
Incorporated in Final Drawings?
This calculation vorified by independent "check" calculations?
Original end Revised Calculation Approvals:
Q No
Rav. 0Signature/Data
Rev. 1Signature/Data
Rev. 2Signature/Date
Originator Q'i»HL/n*dA 3-/0-7SChecked by
Approved by
Checked AgainstApproved Vendor Data 4.ii.q*1
Design AnalysisPage No.
A X
T-D-,/cu crnct iv) JJ ,
A<!^n.4M,06/o-f,.r
CcA(cu fa. -fio-nS
HNF-2475, Rev. 0Page C-l KEH 0378.00 106/92)
CALCULATION CROSS INDE~ (Typical)
Subject Calculation No. \,l %9.t\ - ->.1^3>Q
SubjectCalculation
RevisionNo.
9&to 3
©
Supersededby
CalculationNo.
These interfacing cateulation/cprovide input to the subject ca
and if revised may require rethe subject calculator
Calculation/Document No.
ocumentsculation,/isionof
RevisionNO.
Results and conclusions of the subjectcalculation are used in these interfacing
calculations and/or documents.
Calculation/Document No. .RevisionNo.
Does the outputinterface calculation/documents require
revision?
Yes NO
Has the outputinterface calculation/
documents beenrevised?
Yes No
page £,J. of AJ,J'
Discipline manager's signature anddate indicating evaluation
complete.
KEH 1975.00 (12/88)
SFS No. / / j s> -f
DESIGN VERIFICATION SCREENING CRITERIA
Project/Document No. \JJ3X 0 - 2 7 - 3 0 "
When the design or design change affects hardware, formal design verification must be performed if one or moreof the following questions must be answered affirmatively (YES).
YES NO
1. Does the design or design change involved meet the established criteria to beconsidered Safety Class 1 ?
2. Does this design or design change cause or permit changes to Safety Class 1instrument or alarm setpoints outside of previously approvedoperational limits?
3. Does this design or design change significantly affect the nuclear orenvironmental safety consequences of a malfunction or failure of thestructure, system, or component?
4. Does this design or design change involve or change design that haspreviously undergone formal design verification?
Assigned Lead Engineer Dite
Responsible Discipline Manager Date
Original Design Package Distribution:
Project Manager
Design Verification Officer
Engineering Document Control
Design Change Distribution:
Attach to Engineering Change Notice
KEH-1981.00 (09/32)
HNF-2475, Rev. 0Page C-3
KAISER ENGINEERS ? a l c No W320-27- 30Revision 0
HANFORD DESIGN ANALYSIS Page No. 1 of 2
Client WHC WO/JobNo. ER4319/W320Subject HVAC Seal Loop Date 2/6/95 By AW McNichols
Checked i / i o / 1 5 By MLocation: Tank 241-C-106 Revised By
OBJECTIVE:
Determine that the weight of the overhanging seal loop will not over stress the 6 inch verticalpipe flange weld.
DESIGN INPUTS:
Criteria and Sources:
Project W320, Tank 241-C-106 Slucing, Functional Design Criteria.(WHC document No. WHC-SD-W320-FDC-001, Rev. 0)
References/Souces:
1. Drawing No. H-2-818477, Rev. 0.
2. Flowline Catalog No.92, Fittings and Flanges.
3. Piping Engineering, 3rd edition.
4. Design of Welded Structures, Blodgett.
5. ASMEB31.1,1993
6. Machinery Handbook, 24 th edition.
Method Used:
Math Cad
Assumptions:
The strength of the pipe will be 16,700 PSI.
The strength of the welds will be the same strength as the pipe material.
Two 90 degree elbows and a 3" section of 6" dia. pipe will be filled with water.
HNF-2475, Rev. 0Page C-4
KAISER ENGINEERSHANFORD
Client WHCSubject HVAC Seal Loop
Location: Tank241-C-106
DESIGN ANALYSIS
Calc. No. W320-27- 30Revision 0Page No. 2 of 2
WO/Job No. ER4319/W320Date 2/6/95 By AW McNicholsChecked 3/10/<* 5 By tJ. j u p u oRevised By
Calculations:
Determine that the bottom weld on the Pressure Relief Seal Loop 6" flange is strong enough towithstand the moment imposed bv the cantilevered seal loop piping. Ref. 1,Sh.2
Ref. 6, Pg.164 Torus
Weight of water in 180 degree return =Ww r : = —-—
Weight of water, 3" section of 6" pipe = W3 :
Ww r+W3=22.7-lb
Weight of 180 degree return = W 1 8 0 := 35 lb
Weight of 90 degree elbow = W9Q:= 17.51b
Weight of 3" of 6" dia. pipe = W 6 :=4.751b
Ref. 2, Pg. 20R:=6in r: = 3.03in
W,, = 19.572-lb
12 inW , =3.127-lb
Ref.2,Pg.2O 2x45ell.
Ref. 2, Pg. 20
Ref. 3, Pg. 9
Momentarm from 180 returnto centerline of vertical pipe=M j :=21in
Moment arm from 3" - 6" dia. pipe to centerline of vertical pipe =M 2 :=7.5in
Moment arm from 180 return (attached to vertical pipe) to centerline of vertical pipe =M 3 :=6in
Ref 1 Sh 2
For simplicity the weight of both 180's is included in M 9
Because the weight vector is small it was not included in M ^i
Moment Total = M t o t:= (M24 + M7 s ) 2 + M 92 M ,
Determine weld strength. Ref. 4, Pg. 7.4 - 6 & 7
S •=— d: = 6.345-inw 4
M,
1.442M<f -lbin
Weld line stress = 0 :=
Minimum weld size
tot
w
5 = 45.608-in
16700-
Ref. 5, Pg. 172Assume:Material
Because of the light loads column buckling will not be considered.
0.003 in weld < Normal weld size on 6" pipe, Strength OK HNF-2475, Rev. 0Page C-5
HNF-2475, Rev. 0
W3Z0-27-031
Booster Pump Restraint Analysis
D-i
KAISER ENGINEERSHANFORO
CALCULATION IDENTIFICATION AND INDEXPage
This sheet shows the status and description of the ettBched Design Analysis sheets.
Discipline 2 7 - Piti/K WOMob No. Z(H3l9/ 'fJ 3ZO Calculation No. W.32O - 2 7 - 31
Project No. Si Name U?7-P . To
Calculation Item SoO^t-C PafAj> i?efl+ro,'^ \
211-C- IOC f.lili/'/trio
These calculations apply to:
Dwg. No. H -I- SlS-i
Dwg. No. H -,
Rev. No.
Rev. No. .
P..
Other (Study, CDR) ,
The status of these calculations is:
I } Preliminary Calculations
[ ^ final Calculations
I 1 Check Calculations (On Calculation Dated
CU Void Calculation (Reason Voided
Incorporated in Final Drawings?
This calculation verified by independent "check" calculations?
Original and Revised Calculation Approvals:
Jx¥yiu^_ ztehs
DesigPii
i
it
( t
fcr,<
n|Q'
I
Analysiss No.
•;/AV ft
f.r.
Cc
j
i\cii\n-
'Iculo,. ;s/1
;Rr.-/,'iJ*»j CxAf.t',n , Gloen
&/
5
- nleriaMr.,
HNF-2475, Rev. 0Page D-l KEH 0378.00 106/92)
CALCULATION CROSS INDE/v (Typical)
Subject Calculation No. W.5Z0--27-31
SubjectCalculation
RevisionNo.
O
£>
HN
F-Page
?K
Rev.
Supercecledby
CalculationNo.
These interfacing calculation/documentsprovide input to (he subject calculation,and if revised may require revision of
the subject calculation.
Calculation/Document No.
H-Z-2/&50?,
K -x- ms*/3
RevisionNo.
O
D
• • - • -
Results and conclusions of the subjectcalculation are used in these interfacing
calculations and/or documents.
Calculation/Document No.
»,
RevisionNo.
Docs the outputinterface calculation/documents require
revision?
Yes No
(las the outputinterface calculation/
documents beenrevised?
Yes No
Page Cc of {£C
Discipline manager's signature amdate indicating evaluation
complete.
KFH 1975 nn
DESIGN VERIFICATION SCREENING CRITERIA
Project/Document No. U)3Zfl -7-1 - 31
When the design or design change affects hardware, formal design verification must be performed if one or moreof the following questions must be answered affirmatively (YES).
YES NO
1. Does the design or design change involved meet the established criteria to beconsidered Safety Class 1?
2. Does this design or design change cause or permit changes to Safety Class 1instrument or alarm setpoints outside of previously approvedoperational limits?
3. Does this design or design change significantly affect the nuclear orenvironmental safety consequences of a malfunction or failure of thestructure, system, or component?
}\ 4. Does this design or design change involve or change design that haspreviously undergone formal design verification?
Assigned Lead Engineer
Responsible Discipline Manager
Air
» Date
Original Design Package Distribution:
Project Manager
Design Verification Officer
Engineering Document Control
Design Change Distribution:
Attach to Engineering Change Notice
KEH-1981.OO (09/92:
HNF-2475, Rev. 0Page D-3
ICF Kaisar Han ford caic. NO. W320-27-031Company Revision 0
DESIGN ANALYSIS Page No. 1 of 5
Client WHC WO/Job No. ER4319/W320Subject Booster Pump Restraint Analysis Date 2-15-95 By Rodney C. Campbell
Checked S - ^ - I S By A- J0PL.OLocation: Sluice Pit AY-02E Revised By
OBJECTIVE:
The objective of this calculation is to verify that the pump restraint system is adequate to keep the booster pump in pit AY-02Efrom overturning during a seismic event.
CRITERIA:
1. Functional Design Criteria WHC-SD-W320-FDC-001, Rev. 2.2. Standard Design Criteria 4.1, Rev. 12, Design Loads for Facilities.3. Standard Design Criteria 4.2, Rev. 0, Design and Installation of Expansion Anchors.4. W320-QAPP-001, Rev. 0, Project Specific Quality Assurance Plan.
GIVEN DATA:
1. The pit is safety class 1.2. The horizontal components of the acceleration due to an earthquake are 0.2.3. The compression strength of concrete in pit is 3000 psi.
ASSUMPTIONS:
None
METHODS:
1. Hand calculations using Mathcad.
REFERENCES:
1. Drawing H-2-818503, Rev. 0.2. Drawing H-2-818543, Rev. 0.3. Drawing H-2-818545, Rev. 0.4. AISC Manual of Steel Construction, Ninth Ed.5. Calculation W320-27-029, Rev. 0,6. Biodgett, Design of Welded Structures
CALCULATION:
E s = 29 106 psi Modulus of Elasticity for steel. Ref. 4.
F a 3 6 = 22000 psi Allowable stress in A36 steel. Ref. 4.
F = 2774- lbf Dynamic load at center of gravity of pump motor. Ref. 5.
A c c = 1.21-in2 Cross-sectional area of C3x 4.1 channel. Ref. 4.
A c h := 1.5 in2 Cross-sectional area of 3" x 112" plate. Ref. 1
D n = 26- in Diameter of hoop made from rolled plate. Ref. 1, Sht. 2.
W h = 3 i n Width of hoop made from rolled plate. Ref. 1, Sht. 2.
T h = .5 in Thickness of hoop made from rolled plate. Ref. 1 , Sht. 2.
ICF Kaiser HanfordCompany
Client WHCSubject Booster Pump Restraint Analysis
Location: Sluice Pit AY-02E
DESIGN ANALYSIS
Calc. No. W320-27-031Revision 0Page No. 2 of 5
WO/Job No. ER4319/W320Date 2-15-95 By Rodney C. CampbellChecked - i - V f S By fJRevised By
1. Verify that stress in hoop is less than allowable.
FFigure 1
The stress in the hoop was analyzed by Images 3-D and found to be within acceptable level. See appendix A.
2. Verify that stress in C3 x 4.1 channel is below the allowable.
Assume that the two channels shown are replaced by one channel of the same size, colinear with force. If one channel cancarry the load, two in the configuration shown can carry the load.
c := Formula for calculating stress in tension.A c c
a = 2292.56 -psi Calculated stress in channel.
c<F 35 = 1 The calculated stress is less than the stress allowable. The two channels can carry the seismic load.
3. Verify that welds on each end of channels can carry the load.
Calculate the required size of the fillet weld holding the plates on each end.
Assume that the two channels shown are replaced by one channel of the same size, colinear with force. If the welds of onechannel can carry the load, the welds in the configuration shown can carry the load.
to := .1875 in Size of fillet weld. Ref. 1, Sht 2.
1 = 3 in + 2 1.41- in Conservative length of weld. Weld all around C3 x 4.1 channel.
t = 9600- psi Allowable shear stress. Ref. 6, Chapter 7, Table 6.
ft,-l ft = 476.63.i5_f
' 1 * in
Required size of fillet weld to carry load in tension. Ref. 6, Chapter 7.
Calculated size of the fillet weld required to carry the load. HNF-2475, Rev. 0PageD-5
ICF Kaiser HanfordCompany
Client WHCSubject Booster Pump Restraint Analysis
Location: Sluice Pit AY-02E
DESIGN ANALYSIS
Calc. No. W320-27-031Revision 0Page No. 3 of 5
WO/Job No. ER4319/W320Date 2-15-95 By Rodney C. CampbellChecked j - < ) - ^ s By »1Revised By
<o r < » = 1 This weld is strong enough to carry the maximum load.
The welds on each end of the channels are strong enough to carry the load imposed during a seismic event.
4. Verify that the weld holding item 46 (bar) to the plate attached on the end of the channels is adequate to carry the load.
Calculate the required size of the fillet weld holding the bar to the plate.
a := .1875- in Size of fillet weld. Ref. 1, Sht 2.
1 = 2 3 in Conservative length of weld. Weld all around bar.
% = 9600 psi . Allowable shear stress. Ref. 6, Chapter 7, Table 6.
tt:-l ft = 4*2.33 i f
I in
a r ' i Required size of fillet weld to carry load in tension. Ref. 6, Chapter 7.
co r = 0.04S2 • in Calculated size of the fillet weld required to carry the load,
to r<<o = 1 This weld is strong enough to carry the maximum load.
The weld attaching the bar to the plate is strong enough to carry the load imposed during a saismic event.
5. Verify that the pin will not shear the bar during a seismic event.
A = 2 i n - T n Area of plate carrying load.
Fcr -= —
Aa=2774-psi Calculated stress.
F a 3 6 =22000-psi Allowable stress.
The allowable stress is greater than the calculated stress. The pin will not pull through the bar during a seismic event.
The plate that the pin is attached to (Ref. 2, Item 3) is 0.5" thick. The pin will not shear the plate during a seismic event nor willthe pin shear since it has the same area.
6. Verify that the weld holding the plate with the pin (Ref. 2, Item 3) to the plate attached to the pit wall (Ref. 2, Item 2) is capablecarrying the load imposed during an earthquake.
Figure 2
HNF-2475, Rev. 0Page D-6
ICF Kaiser Hanford caic. NO. W320-27-031Company Revision 0
DESIGN ANALYSIS Page No. 4 of 5
Client WHC WO/JobNo. ER4319/W320Subject Booster Pump Restraint Analysis Date 2-15-95 By Rodney C. Campbell
Checked -i-t-HS By tJ .Location: Sluice PitAY-02E Revised By
The weld is subjected to the combined loading of a tensile load, shear load and bending.
<o := .1875- in Size of fillet weld. Ref. 2, Sht. 2.
I = 10 in Length of weld.
a m : = 3 i n Length of moment arm.
t := 9600- psi Allowable shear stress. Ref. 6, Chapter 7, Table 6.
f t := F ' s m ( " 4 S ) f t = -236.04 - ^ Calculated tensile load per inch of weld.
= Fcos(-45) f =145.72-— Calculated shear load per inch of weld.1 in
S w := — S w = 33.33 • in2 Section modulus of weld treating it as a line. Ref. 6, Table 5.
M := F c o s ( - 4 5 ) a m M = 4371.73 -lbf in Calculated moment on weld.
f •=— ' • Ibfm s f_, = 131.15 • — Calculated bending load per inch of weld,
w ra in
+ f v2 + f _ 2 f r = 306.84 — Calculated combined load per inch of weld,v m r i n
ffi r " x Required size of fillet weld to carry combined load. Ref. 6, Chapter 7.
(o r = 0.032 -in Calculated size of the fillet weld required to carry the load.
<o r<co = 1 This weld is strong enough to carry the maximum load.
7. Verify that the expansion anchors attaching the plate to the pit wall are adequate to carry the load.
A. Verify the edge distance to obtain maximum allowable load.
The minimum required edge spacing to obtain maximum allowable load is 6 3/4" for shear and 5" for tension. The actualedge distances are greater than this (Ref. 2). The maximum allowable load can be used.
B. Verify the bolt spacing to obtain maximum allowable load.
The minimum required bolt spacing to obtain maximum allowable load is 6". The actual bolt spacing is 9" (Ref. 2). Themaximum allowable load can be used.
C. Verify that the load imposed does not exceed the maximum allowable load.
V a = 1470 lbf Allowable shear load per bolt. (SDC 4.2)
HNF-2475, Rev. 0T = 1230 lbf Allowable tension load per bolt. (SDC 4.2) PageD-7
ICF Kaiser HanfordCompany
Client WHC
Subject Booster Pump Restraint Analysis
Location: Sluice Pit AY-02E
DESIGN ANALYSIS
Calc. No. W320-27-031Revision 0Page No. 5 of 5
WO/Job No. ER4319/W320Date 2-15-95 By Rodney C. CampbellChecked J . ^ - ^ S By <J- J O P L ORevised By
V :=Fcos(45)
V = 364.31 • Ibf Calculated shear load per bolt.
Fsin(45) Fcos(45)-3inT = :
T = 832.98-lbf
0,93
2-9 in
Calculated tension load per bolt.
The combined load is less than the allowable combined load (by the sum of the loads divided by the allowable being lessthan one). The anchor bolts are adequate to carry the seismic load.
CONCLUSIONS:
The design of the seismic restraint system is adequate to carry the load.
HNF-2475, Rev. 0Page D-8
APPENDIX A
HNF-24-75, Rev. 0Page D-9
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 1 RUN ID=TA62753 15:06:38
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
CHECK GEOMETRY Version 2.0 07/01/90
MaterialNo
MATERIAL PROPERTIES
Modulus of Weight Coeff of Poisson's Shear WebElasticity Density Thermal Exp. Ratio Modulus
3.00000E+07 2.83000E-01 6.33000E-06 3.00E-01 0.00000E+00
NODE COORDINATES
Node
1234567891011121314151617181920212223242526
X-Coord.
0.O0O00E+OO4.14310E-011.63120E+003.57423E+006.12128E+009.11234E+001.23595E+011.56586E+011.88025E+012.15935E+012.38564E+012.54489E+012.62710E+012.62710E+012.54489E+012.38564E+012.15935E+011.88025E+011.56586E+011.23595E+019.11234E+006.12129E+003.57423E+001.63121E+004.14313E-011.31875E+01
Y-Coord.
O.O0000E+O00.00000E+00O.O0O0OE+O0O.OOO00E+O00.O0O00E+OOO.OOOOOE+00O.OOOOOE+00O.00000E+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.0000OE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.OOOOOE+00O.00000E+00
Z-Coord.
O.O0000E+O03.27960E+006.35313E+009.02746E+001.11346E+011.25421E+011.31615E+011.29539E+011.19324E+011.01611E+017.75142E+004.85464E+001.65283E+00-1.65283E+00-4.85464E+00•7.75142E+00-1.01611E+01-1.19324E+01-1.29539E+01-1.31615E+01-1.25421E+01-1.11346E+01•9.02747E+00-6.35313E+00-3.27960E+00O.OOOOOE+00
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 2 RUN ID=TA62753 15:06:38
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
CHECK GEOMETRY Version 2.0 07/01/90
BEAM PROPERTIES
Mul t i p l i e r = 1 (For AISC database propert ies only)
Prop X-Section Moment of Ine r t iaNo Area Iy / Iz
TorsionalConst.- J
1.500E+00 3.125E-02 1.125E+00 1.250E-019.000E+00 6.750E+00 6.750E+00 2.700E+01
Prop Max. Fiber DistNo Cy / Cz
Shear Shape FactSSFy / SSFz
Shear Stress FactorSSTRFy / SSTRFz
1 2.50E-01 1.50E+00 1.20E+00 1.20E+002 1.50E+00 1.50E+00 1.20E+00 1.20E+00
1.00E+00 1.50E+00 1.50E+001.00E+00 1.50E+00 1.50E+00
BEAM CONNECTIVITY
Seam Nodes Prop MatNo From/ To / Ref No No
pincodes Rigid End Offset Length BeamI / J I / J Type
12345678910111213141516171819202122232425
12345678910111213141516171819202122232425
23456 .789
1 0 •1112131415161718192021222324251
0000000000000000000000000
1111111111111111111111111
1111111111111111111111111
00E+00OOE+0000E+0000E+00OOE+0000E+0000E+00OOE+0000E+0000E+0000E+0000E+00OOE+00OOE+0000E+0000E+00OOE+0000E+0000E+0000E+00OOE+0000E+0000E+0000E+0000E+00
0.OOE+000.OOE+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.00E+000.OOE+000.00E+000.00E+000.OOE+000.00E+000.00E+000.OOE+000.OOE+000.00E+000.00E+000.00E+000.00E+000.OOE+000.00E+00
0.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+010.33E+01
BeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeamBeam
U3202731.3OU 2-13-95 3:07p Page 2 of 11
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 3 RUM I0=TA62("53 15:06:39
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
CHECK GEOMETRY
Beam Nodes Prop HatNo From/ To / Ref No No
Version 2.0 07/01/90
pincodes Rigid End Offset Length SeamI / J I / J Type
282930313233343536373839
262626262626262626262626
8910111213141516171819
000000000000
NodeNo
222222222222
111111111111
NANANANANANANANANANAHANA
NANANANANANANANANANANANA
RESTRAINTS
Global/Local
NANANANANANANANANANANANA
RestraintDirections
NANANANANANANANANANANANA
0.13E+020.13E+020.13E+020.13E+020.13E+020.13E+02O.13E+020.13E+020.13E+020.13E+020.13E+020.13E+02
TrussTrussTrussTrussTrussTrussTrussTrussTrussTrussTrussTruss
23242526
GLOBALGLOBALGLOBALGLOBALGLOBAL
X V Z RX RY RZX Y Z RX RY RZX Y Z RX RY RZX Y Z RX RY RZ. y - - - -
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 4 Run ID=TA62753 15:06:39
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
RENUMBER NODES Version 2.0 07/01/90
Node Renumbering Cross Reference List
Has Is Uas Is Was Is Uas Is Was Is
1611162126
2617721610
27121722
25156118
38131823
23135920
49141924
211141222
510152025
19831424
U3202731.3OU 2-13-95 3:07p Page 3 of 11
KAISER ENGINEERS HANFORDPAGE 5
S/N:801854 02/13/95Run I0=TA62753 15:06:54I M A G E S 3 D ===============
Copyright (c) 1984 Celestial Software Inc. =
ASSEMBLE STIFFNESS MATRIX Version 2.0 07/01/90
STIFFNESS ASSEMBLY SUMMARY
Number of Node Points 26Number of Truss and Beam Elements 39Number of Plate Elements 0Number of Spring Elements 0Number of Solid Elements 0Number of Axisymmetric Elements 0Number of Nodes with Restraints 5Number of Equations to be Solved 128Number of Blocks in the Matrix 1
B L O C K I N F O R M A T I O N
BLCK SIZENO (Byte)
BLCK SIZENO (Byte)
BLCK SIZENO (Byte)
BLCKNO
SIZE(Byte)
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 6 Run ID=TA62753 15:06:54
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
ASSEMBLE STIFFNESS MATRIX Version 2.0 07/01/90
E O U A T I O N N U M B E R L I S T
NODEHAS
1234567891011121314151617181920212223242526
IS
262523211917151311a765432191214161820222410
TRANSLATIONX
12300
117105938169574337312519137149637587991110055
STIFFNESS
Y
12400
118106948270584438322620148250647688100112000
SUMMARY
Z
12500
1191079583715945393327211593516577891011130056
IN
ROTATIONX
12600
1201089684726046403428221610452667890102114000
Y
12700
1211099785736147413529231711553677991103115000
1 BLOCKS
z12800
1221109886746248423630241812654688092104116000
Minimum Diagonal Stiffness 9999D+06Eq No of Minimum Diagonal 123Maximum Diagonal Stiffness 1280D+09Eq No of Maximum Diagonal 55
U3202731.30U 2-13-95 3:07p Page 4 of 11
KAISER ENGINEERS HANFORD S/N:801854PAGE 7 Run ID=TA62753
=============== I M A G E S 3 D =============:= Copyright Cc) 1984 Celestial Software Inc.
02/13/9515:07:14
SOLVE DISPLACEMENTS Version 2.0 07/01/90
L O A D C A S E
GRAVITY LOADING
GravityFactor
LoadFactor
X .OOOOE+00 .1000E+01Y .0000E+00 .1000E+01Z .OOOOE+00 .1000E+01
INERTIA LOADING
Translational Rotational RotationalDirection Accel. Accel. Velocity Origin
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0O00E+00 .0000E+00
.OOOOE+00 .0000E+00
.OOOOE+00 .OOOOE+00
Gravity Acceleration = .3864E+03
CONCENTRATED LOADS
Node Fx Fy Fz Mx Ny Mz
26 .2774E+04 .OOOOE+00 .OOOOE+00 .OOOOE+00 .OOOOE+00 .OOOOE+00
REFERENCE TEMPERATURE = .0000E+00
KAISER ENGINEERS HANFORD S/N:801854PAGE 8 Run ID=TA62753
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
02/13/9515:07:15
SOLVE DISPLACEMENTS Version 2.0 07/01/90
L O A D C A S E . 1
APPLIED LOAD VECTOR
Node Fx Fy Fz Hx My Mz
26 .2774E+04 .OOOOE+00 .OOOOE+00 .OOOOE+00 .OOOOE+00. .OOOOE+00
W3202731.3OU 2-13-95 3:07p Page 5 o f 11
•tf g
o
2475, Rev. 0
KAISERPAGE
Node
1234567891011121314151617181920212223242526
ENGINEERS HANFORD S/N9
= Copyright (c)
SOLVE
1
T r aX
.0000E+00
.OOOOE+00
.0000E+00
.9349E-02
.1974E-01
.2164E-01
.1983E-01
.2073E-01
.2090E-01
.2102E-01
.2116E-01-2125E-01.2130E-01.2130E-01.2125E-01.2116E-01.2102E-01.2090E-01.2073E-01.1983E-01.2164E-01.1974E-01.9349E-02.OOOOE+00.OOOOE+00.2133E-01
:801854Run ID=TA62753
T M fl f* C O "*C T\ ——' '
02/13/9515:07:15
1984 Celestial Software Inc. =
DISPLACEMENTS Version 2.0
L
n s I a t •y
.0000E+00
.OOOOE+00
.0000E+00
.3012E-19
.8335E-19
.1281E-18
.1566E-18
.1870E-18
.2457E-18-3218E-1S.3851E-18.4262E-18.4427E-18.4323E-18.3944E-18.3302E-18.2410E-18.1296E-18.2895E-19
-.3987E-19-.8675E-19-.7458E-19-.3011E-19.0000E+00.0000E+00.OOOOE+00
0 A D C A S E 1
DISPLACEMENTS
0 n s /2 /
.OOOOE+00 /
.0000E+00 /
.OOOOE+00 /-.6676E-02 /-.1907E-01 /-.2284E-01 /-.1277E-01 /.3083E-04 /.2270E-03 /.2207E-03 /.2096E-03 /.1441E-03 /.5141E-04 /
-.5146E-04 /-.1442E-03 /-.2096E-03 /-.2208E-03 /-.2270E-03 /-.3087E-04 /.1277E-01 /.2284E-01 /.1907E-01 /.6676E-02 /.OOOOE+00 /.OOOOE+00 /
-.1276E-07 /
R cX
.OOOOE+00
.OOOOE+00
.OOOOE+00-.1056E-19-.1437E-19-.7240E-20-.8113E-20-.8199E-20-.3527E-20-.7792E-21-.1986E-20-.2773E-20-.3148E-20-.3153E-20-.2884E-20-.2152E-20-.3783E-20-.6317E-21.3548E-20.3429E-20
-.3249E-21-.7628E-20-.1048E-19.OOOOE+00.OOOOE+00.OOOOE+00
07/01/90
t a t i oY
.OOOOE+00
.OOOOE+00
.0000E+00
.5325E-02
.3555E-02-.U40E-02-.4404E-02-.1974E-02.4339E-03
-.1376E-03.4716E-05
-.18176-04-.2440E-05.2443E-05.1817E-04
-.4713E-05.1376E-03
-.4339E-03.1974E-02.4404E-02.1140E-02
-.3555E-02-.5325E-02.OOOOE+00.0000E+O0.OOOOE+00
n sZ
.OOOOE+00
.OOOOE+00
.OOOOE+OO
.9611E-20
.1619E-19
.3109E-20
.1018E-19
.8176E-20
.2377E-19
.2950E-19
.2983E-19
.3087E-19
.3225E-19
.3371E-19
.3506E-19
.3602E-19
.3882E-19
.3493E-19
.2264E-19
.2063E-19
.4531E-20-.8478E-20-.9705E-20.OOOOE+00.OOOOE+00.OOOOE+00
KAISERPAGE
Load C
GLoadsLLoadsStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
ENGINEERS HANFORD S/N:80185410
ise
NodeNodeNodeNode
12121122
23232233
34343344
45454455
Run ID=TA62753
= Copyright (c) 1984
SOLVE BEAM
:
FxAxialAxialMaximum
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+0O
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.O0O0E+00
.OOOOE+00
-.1387E+04.1387E+04
-.1285E+04.1285E+04.8567E+03.2326E+05.8567E+03.2614E+04
-.1387E+04.1387E+04
-.1439E+04.1439E+04.9592E+03.2717E+04.9592E+03.1075E+05
Celestial
LOADS/STRESSES Vers
BEAM LOADS
FyY-ShearY-ShearMinimum
02/13/9515:07:16
Software Inc. =
on 2.0 07/01/90
AND/OR STRESSES
FzZ-ShearZ-Shear
Cmb. Shear
MXTorsionTorsion
"••BEAM NO. 1***.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00.0000E+00.0000E+00.OOOOE+00.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+O0
.OOOOE+00"•BEAM NO. 2
.OOOOE+00
.0000E+O0
.0000E+00
.00OOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.00O0E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
***BEAH NO. 3***-.8331E-17.8331E-17.2125E-14
-.2125E-14.2125E-14
-.2155E+05.2125E-14
-.9011E+03
-.5807E+03.5807E+03.7808E+03
-.7808E+03.7808E+03.1163E+05.7808E+03.1307E+04
BEAn nui H-.8331E-17 -.5807E+03.8331E-17
-.1897E-14.1897E-14
-.1897E-14-.7985E+03-.1897E-14-.8831E+04
.5807E+03
.4367E+03-.4367E+03.4367E+03.1358E+04.4367E+03.5375E+04
.7903E-17
.3018E-16
.6846E-15
.6846E-15
.5477E-14
.5477E-14
.3018E-16
.4774E-16
.5487E-15
.5487E-15
.4389E-14
.4389E-14
MyY-BendingY-Bending
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
-.2801E+04.2197E+03
-.2801E+04.2197E+03.2241E+05
.1758E+04
-.2197E+03-.1224E+04-.2197E+03-.1224E+04.1758E+04
-.9790E+04
MzZ-BendingZ-Bending
.OOOOE+00
.OOOOE+00
.0000E+OO
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.00O0E+00
-.8405E-15.8243E-15.7164E-14
-.1402E-15-.9553E-14
-.1870E-15
-.8243E-15.8031E-15
-.1566E-14-.4706E-14.2089E-14
-.6274E-14
U3202731.3OU 2-13-95 3:07p Page 6 of 11
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 11 Run ID=TA62753 15:07:17
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
GLoads NodeLLoads NodeStress NodeStress Node
FxAxialAxialMaximum
Fy FzY-Shear Z-ShearY-Shear Z-ShearMinimum Cmb. Shear
MxTorsionTorsion
My MzY-Bending Z-BendingY-Bending Z-Bending
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
.1387E+04
.1387E+04
.1502E+04
.1502E+04
.1001E+04
.1079E+05
.1001E+04
.1251E+05
.1387E+04
.1387E+04
.1471E+04
.1471E+04
.9808E+03
.1249E+05
.9808E+03
.4282E+04
.1387E+04
.1387E+04
.'1348E+04
.1348E+04
.8985E+03
.4199E+04
.8985E+03
.1523E+05
.1075E+04
.1075E+04
.1348E+04
.1348E+04
.8989E+03
.1523E+05
.8989E+03
.4302E+04
GLoads 9 -.1278E+04 -
***BEAM.8331E-17 -•8331E-17.2049E-15.2049E-15 -.2049E-15 ..8789E+04.2049E-15.1051E+05
***BEAM.8331E-17 •.8331E-17.6801E-15 -.6801E-15.6801E-15 -.1053E+05.6801E-15 -.2320E+04
•••BEAM.8331E-17 -.8331E-17.5780E-15 -.5780E-15.5780E-15 -.2402E+04.5780E-15 -.1343E+05
•••BEAM.8331E-17.8331E-17 -.4634E-14.4634E-14 -.4634E-14.1343E+05.4634E-14.2505E+04
•**BEAH.8331E-17
.1634E-14 -.3301E+04 -.2521E-15
NO. 5***5807E+03 -.4774E-165807E+03 .5946E-166513E+02 -.3851E-156513E+02 .3851E-156513E+O2 .3081E-145396E+046513E+02 .3081E-146257E+04NO. 6***5807E+03 -.5946E-165807E+03 .6462E-16 -3105E+03 -.2042E-153105E+03 .2042E-15 -3105E+03 .1634E-14 -6247E+043105E+032141E+04NO. 7*»*5807E+03 -.6462E-16.5807E+03 .6289E-166666E+03 -.1733E-166666E+03 .1733E-166666E+03 .1387E-15 -.2100E+04.6666E+03.7614E+04NO. 8**«1054E+O4 -.6289E-161054E+04 .5438E-16.6705E+03 .1638E-15.6705E+03 -.1638E-15.6705E+03 -.1310E-14.7614E+04.6705E+03 -.1310E-14.2151E+04NO. 9***6225E+03 -.5438E-16
1224E+041439E+041224E+041439E+049790E+04
.8031E-15
.7782E-15
.4713E-14
.5391E-14
.62S4E-U
-.1151E+05 .7188E-14
1439E+044126E+031439E+044126E+031151E+05
.7782E-15
.7511E-15
.2437E-14
.1891E-15
.3250E-14
4126E+03.1791E+044126E+031791E+043301E+04
.7511E-15
.7236E-15
.3908E-15
.2302E-14
.5210E-15
.1387E-15 .1433E+05 .3069E-14
1791E+044255E+031791E+044255E+031433E+05
.7236E-15
.6974E-15
.1169E-13
.3625E-14
.1559E-13
-.3404E+04 .4834E-14
4255E+03 -.6974E-15
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 12 Run ID=TA62753 15:07:17
=============== I M A G E S 3 D ================ Copyright Cc) 1984 Celestial Software Inc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
GLoads NodeLLoads NodeStress NodeStress Node
FxAxialAxialMaximum
Fy FzY-Shear Z-ShearY-Shear Z-ShearMinimum Cmb. Shear
MXTors ionTors ion
My MzY-Bending Z-BendingY-Bending Z-Bending
GLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
109
1099
1010
10 •11101110101111
11121 1 •1211111212
1213121312121313
GLoads 13GLoads 14LLoads 13
.1278E+04
.1413E+04
.1413E+04 •
.9419E+03
.4346E+04
.9419E+03
.1752E+04
.9297E+03 •
.9297E+03
.1397E+04
.1397E+04
.9316E+03
.1742E+04
.9316E+03 •
.1096E+04
.6824E+03 •
.6824E+03
.1401E+04 •
.1401E+04
.9340E+03 •
.1098E+04
.9340E+03
.9943E+03
.3464E+03
.3464E+03
.1400E+04 •
.1400E+04
.9334E+03 •
.9937E+03
.9334E+03
.9445E+03
.1665E-05
.1665E-05
.1400E+04 •
.8331E-17 -
.1785E-14 -
.1785E-14
.1785E-14 -
.2462E+04
.1785E-14 -
.1318E+03»**BEAM
.8331E-17
.8331E-17 -
.1953E-15
.1953E-15 -
.1953E-15
.1215E+03
.1953E-15
.7674E+03•••BEAM
.8331E-17
.8331E-17 -
.9152E-16 -
.9152E-16
.9152E-16 -
.7698E+03
.9152E-16 -
.8737E+03
•**BEAM.8331E-17.8331E-17 -.1258E-16.1258E-16 -.1258E-16.8731E+03.1258E-16.9223E+03
***BEAM.8331E-17.8331E-17 -.8331E-17 -
6225E+03 .3963E-161593E+03 .3278E-151593E+03 -.3278E-15
.1593E+03 -.2622E-142173E+041593E+03 -.2622E.-14,8760E*03NO. 10***1044E+04 -.3963E-161044E+04 .1955E-163684E+02 .4643E-153684E+02 -.4643E-15.3684E+02 -.3715E-148709E+033684E+02 -.3715E-145479E+03NO. 11***1224E+04 -.1955E-16.1224E+04 -.4581E-17.8488E+01 .5648E-15.8488E+01 -.5648E-15.8488E+01 -.4519E-14.5491E+03.8488E+01 -.4519E-14.4971E+03
NO. 12**»1357E+04 .4581E-17
.1357E+04 -.3125E-161861E+01 .6230E-151861E+01 -.6230E-151861E+01 -.4984E-144969E+031861E+01 -.4984E-14
.4723E+03NO. 13** *
.1400E+04 .3125E-161400E+04 -.5879E-161665E-05 .6352E-15
.1013E+03
.4255E+03
.1013E+03
.3404E+04
.6742E-15
.4170E-14
.1730E-14
.5560E-14
.8101E+03 .2307E-14
.1013E+03
.2052E+02
.1013E+03
.2052E+02
.8101E+03
.6742E-15
.6553E-15
.1004E-14
.3587E-15
.1339E-14
-.1642E+03 .4783E-15
.2052E+02
.7538E+01
.2052E+02
.7538E*01
.1642E+03
.6553E-15
.6421E-15
.5340E-15
.2314E-15
.7119E-15
.6031E+02 .3086E-15
.7538E+01
.1385E+01
.7538E*01
.1385E+01
.6031E+02
.64216-15
.6352E-15
.1724E-15
.1309E-15
.2299E-15
.1108E+02 .1745E-15
.1385E+01
.1385E+01
.1385E+01
.6352E-15
.6352E-15
.3125E-16
U3202731.3OU 2-13-95 3:07p Page 7 of 11
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 13 Run ID=TA62753 15:07:17
=============== I M A G E S 3 D ================ Copyright Co) 1984 Celestial Software Inc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
GLoads NodeLLoads NodeStress NodeStress Node
FxAxialAxialMaximum
Fy FzY-Shear Z-ShearY-Shear Z-ShearMinimum Cmb. Shear
HxTorsionTorsion
My MzY-Bendjng Z-BendingY-Bending Z-Bending
KAISER ENGINEERS HANFORDPAGE 14
S/N:801854Run ID=TA62753
:============= I M A G E S 3 D ==============Copyright Cc) 1984 Ce les t i a l Software Inc . •
02/13/9515:07:17
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
GLoads NodeLLoads NodeStress NodeStress Node
Fx Fy Fz Mx My MzAxial Y-Shear Z-Shear Torsion Y-Bending Z-BendingAxial Y-Shear Z-Shear Torsion Y-Bending Z-BendingMaximum Minimum Cmb. Shear
LLoads 14Stress 13Stress 13Stress 14Stress 14
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStress
1415 -14 -1514141515
1516 -15 -1615151616
1617 -16 •1716161717
1718 •17 •181717
.1400E+04
.9336E+03
.9447E+03
.9336E+03
.9447E+03
.3464E+03
.3464E+03
.1400E+04
.1400E+04
.9334E+03
.9445E+03
.9334E+03
.9937E+03
.6824E+03
.6824E+03•.1401E+04.1401E+04.9340E+03.9943E+03.9340E+03.1098E+04
.9297E+03
.9297E+03
.1397E+04
.1397E+04
.9316E+03
.1096E+04
.9316E+03
.1742E+04
.1278E+04•.1278E+04•.1413E+04.1413E+04.9419E+03.1752E+04
.8331E-17
.8331E-17 -
.9225E+03
.8331E-17 -
.9225E+03 .***BEAM
.8331E-17
.8331E-17 -
.1792E-17 -
.1792E-17
.1792E-17 -
.9223E+03
.1792E-17 -
.8731E+03•**BEAM
.8331E-17
.8331E-17 -
.9152E-16
.9152E-16 -
.9152E-16
.8737E+03
.9152E-16
.7698E+03•**BEAM
.8331E-17
.8331E-17 -
.8041E-15 -
.8041E-15
.8041E-15 -
.7674E+03
.8041E-15 -
.1215E+03***8EAM
.8331E-17
.8331E-17 -
.1453E-14
.1453E-14 -
.1453E-14
.1318E+03
1665E-051665E-054723E+031665E-054723E+03
NO. 14'1357E+041357E+041861E+011861E+011861E+014723E+031861E+014969E+03
NO. 151224E+041224E+048488E+018488E+018488E+014971E+038488E+015491E+03
NO. 16'1044E+041044E+043684E+023684E+023684E*025479E+033684E+028709E+03
NO. 17'.6225E+03.6225E+03.1593E+03.1593E+03•1593E+03.8760E+03
.6352E-15
.5082E-14.1385E+01.1108E+02
.5879E-16
.4167E-16
-.5082E-14 .1108E+02 -.7839E-16
.5879E-16
.8547E-16
.6006E-15
.6006E-15
.4805E-14
.1385E+01
.7538E+01
.1385E+01
.7538E+01
.1108E+02
.6352E-15
.6421E-15
.2100E-15
.2160E-15
.2801E-15
-.4805E-14 .6031E+02 -.2880E-15
.8547E-16
.1096E-15
.5215E-15
.5215E-15
.4172E-14
.7538E+01 •
.2052E+02
.7538E+01
.2052E+02
.6031E+02
.6421E-15
.6553E-15
.3103E-15
.6129E-15
.4138E-15
-.4172E-14 -.1642E+03 -.8172E-15
.1096E-15
.1297E-15
.4027E-15
.4027E-15
.3221E-14
.2052E+02
.1013E+03
.2052E+02
.1013E+03
.1642E+03
.6553E-15
.6742E-15
.9810E-15
.1677E-14
.1308E-14
-.3221E-14 .8101E+03 .2236E-14
.1297E-15
.1444E-15
.2518E-15
.2518E-15
.2014E-14
.1013E+03
.4255E+03
.1013E+03
.4255E+03
.8101E+03
.6742E-15
.6974E-15
.2792E-15
.4523E-14
.3722E-15
Stress 18Stress 18
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
.9419E+03
.4346E+04
.1075E+04
.1075E+04
.1348E+04
.1348E+04
.8989E+03
.4302E+04
.8989E+03
.1523E+05
.1387E+04
.1387E+04
.1348E+04
.1348E+04
.8985E+03
.1523E+05
.8985E+03
.4199E+04
.1387E+04
.1387E+04•-1471E+04.1471E+04.9808E+03.4282E+04.9808E+03.1249E+05
.1387E+04
.1387E+04•.1502E+04.1502E+04.1001E+04.1251E+05.1001E+04.1079E+05
•-1453E-14-.2462E+04
***BEAM-.8331E-17.8331E-17 -.•.3745E-14 -..3745E-14 .-.3745E-14 -.-.2505E+04 .-.3745E-14 -.-.1343E+05 .
**»BEAM-.8331E-17 -..8331E-17.5780E-15-.5780E-15 -.5780E-15-.1343E+05.5780E-15-.2402E+04
•**BEAM-.8331E-17 -.8331E-17-.1631E-14.1631E-14 -.-.1631E-14 .-.2320E+04 .-.1631E-14 .-.1053E+05 .
***BEAM-.8331E-17 -.
.8331E-17 .
.2049E-15 --.2049E-15 ..2049E-15 --.1O51E+O5.2049E-15 --.8789E+04
1593E+03 -.2014E-14.2173E+04
NO. 18***.1054E+04 .1444E-151054E+04 --1529E-156705E+03 .7815E-16,6705E*03 -.7815E-166705E+03 -.6252E-152151E*046705E+03 -.6252E-157614E+04NO. 19***5807E+03 .1529E-155807E+03 -.1547E-15.6666E+03 -.1072E-156666E+03 .1072E-156666E+03 .8576E-15.7614E+046666E+03.2100E+04NO. 20***
.5807E+03 .1547E-15
.5807E+03 -.1495E-15
.3105E+03 -.2927E-153105E+03 .2927E-153105E+03 .2341E-142141E+043105E+036247E+04
NO. 21***5807E+03 .1495E-155807E+03 -.13786-15.6513E+02 -.4666E-156513E+02 .4666E-15.6513E+026257E+046513E+02.5396E+04
-.3404E+04 -.6030E-14
.4255E+03
.1791E+04
.4255E+03
.1791E+04
.3404E+04
.6974E-15
.7236E-15
.1663E-14
.1072E-13
.2217E-14
.1433E+05 -.1429E-13
.1791E+04
.4126E+03
.1791E+04
.4126E+03
.1433E+05
.7236E-15
.7511E-15
.2307E-14
.3964E-15
.3076E-14
.8576E-15 -.3301E+04 -.5286E-15
.4126E+03
.1439E+04
.4126E+03
.1439E+04
.3301E+04
-7511E-15.7782E-15.2865E-14.8257E-14.3820E-14
.2341E-14 -.1151E+05 -.1101E-13
.1439E+04
.1224E+04
.1439E+04
.1224E+04
.1151E+05
.7782E-15
.8031E-15
.5352E-14
.4675E-14
.71366-14
.3733E-14 -.9790E+04 -.6233E-14
U3202731.30U 2-13-95 3:07p
KAISERPAGE
ENGINEERS HANFORD15
Load Case 1
GLoadsLLoadsstressStress
jLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoads
NodeNodeNodeNode
2223222322222323
2324232423232424
2425242524242525
251251252511
26
= Copyright
S/N:801854Run ID=TA62753j ^ ^ ^ c c in
<c) 1984 Celestial Software
02/13/9515:07:17
nc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
FxAxialAxialMaximum
.1387E+04 --.1387E+04-.1439E+04.1439E+04 -.9592E+03.1075E+05 -.9592E+03.2717E+04 -
.1387E+04 --.1387E+04-.1285E+04.1285E+04 -.8567E+03.2614E+04 -.8567E+03.2326E+05 -
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.3119E+03
fyY-ShearY-Shear
FzZ-ShearZ-Shear
Minimum Cmb. Shear
•••BEAM.8331E-17 -.8331E-17.7066E-15 -.7066E-15.7066E-15 -.8831E+04-7066E-15 -.7985E+03
***BEAM.8331E-17 -.8331E-17-2125E-14 -.2125E-14.2125E-14 -.9010E+03.2125E-14 -.2155E+05
***BEAH.0000E+00.OOOOE+00.0000E+00.0000E+00.0000E+00.0000E+00.0000E+00.0000E+00
•**BEAM.0000E+00.OOOOE+00.0000E+00.OOOOE+00.OOOOE+00.OOOOE+00.0000E+00.OOOOE+00
NO. 22.5807E+03.5807E+03.4367E+03.4367E+03.4367E+03.5375E+04.4367E+03.1358E+04NO. 23
.5807E+03
.5807E+03
.7808E+03
.7808E+03
.7808E+03
.1307E+04
.7808E+03
.1163E+05
MxTorsionTorsion
.1378E-15
.1202E-15
.6181E-15
.6181E-15
.4944E-14
.4944E-14
***.1202E-15.9795E-16.7375E-15.7375E-15.5900E-14
.5900E-14
NO. 24***.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00.OOOOE+00NO. 25
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
**.OOOOE+00.OOOOE+00.OOOOE+00.0000E+00.0000E+00
.OOOOE+00
•••TRUSS NO. 28***.OOOOE+00 .1635E+04 .OOOOE+00
MyY-BendingY-Bending
.1224E+04
.2197E+03
.1224E+04
.2197E+03- .9790E+04
.1758E+04
-.2197E+03.2801E+04
-.2197E+03.2801E+04.1758E+04
.2241E+05
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
MzZ-BendingZ-Bending
-.8031E-15.8243E-15.2534E-14-.1988E-15-.3379E-14
--2650E-15
-.8243E-15.8405E-15
-.2131E-15.7237E-14.2841E-15
.9650E-14
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
KAISERPAGE
ENGINEERS HANFORD S/N:S0185416
i
Load Case
GLoadsLLoadsStressStress
GLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsStressStressStressStress
GLoadsGLoadsLLoadsLLoadsstressStressStressStress
GLoadsGLoadsLLoads
NodeNodeNodeNode
8268262688
269269262699
2610261026261010
2611261126261111
261226
Run D=TA627531 P I H U C S 3 l>
= Copyright (c) 1984 Celestial
SOLVE BEAM
:
FxAxialAxialMaximum
-.3119E+03.1665E+04
-.1665E+04-.1849E+03-.1849E+03-.1849E+03-.1849E+03
-.2032E+03.2032E+03
-.4773E+03.4773E+03.5303E+02.5303E+02.5303E+02.5303E+02
.3486E+03-.3486E+03.5469E+03
-.5469E+03-.6076E+02-.6076E+02-.6076E+02-.6076E+02
.2474E+03-.2474E+03.3058E+03
-.3058E+03-.3397E+02-.3397E+02-.3397E+02-.3397E+02
.3360E+03-.3360E+03.3613E+03
02/13/9515:07:18
Software Inc. =
LOADS/STRESSES Version 2.0 07/01/90
FyY-ShearY-ShearMinimum
.OOOOE+00-.6416E-29.6416E-29
-.1069E-29-.1849E+03-.1069E-29-.1849E+03
FzZ-ShearZ-Shear
Cmb. Shear
-.1635E+04.5974E-12
-.5974E-12.9956E-13.9247E+02.9956E-13.9247E+02
HxTorsionTorsion
.OO00E+00
.000OE+00
.00OOE+00
.OOOOE+00
.0000E+00
***TRUSS NO. 29***.OOOOE+00.0000E+00.1921E-28
-.1921E-28.3202E-29.5303E+02.3202E-29.5303E+02
-.4318E+03-4318E+03.7491E-12
-.7491E-12.1249E-12.2651E+02.1249E-12.2651E+02
***TRUSS NO. 30.OOOOE+00.0000E+00.5041E-27
-.5041E-27.8402E-28
-.6076E+02.8402E-28
-.6076E+02
.4214E+03-.4214E+03.80846-11
-.8084E-11.1347E-11.3038E+02.1347E-11.3038E+02
•"TRUSS NO. 31".OOOOE+00.OOOOE+00
-.4321E-28.4321E-28
-.7202E-29-.3397E+02-.7202E-29-.3397E+02
.1797E+03-.1797E+03-.1899E-11.1899E-11
-.3166E-12.1699E+02
-.3166E-12.1699E+02
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
**.0000E+O0.0000E+O0.0000E+00.0000E+00.OOOOE+00
.0000E+00
**.0000E+00.0000E+00.0000E+00.OOOOE+00.0000E+00
.0000E+00
•**TRUSS NO. 3 2 " *.0000E+00.0000E+00.3994E-28
.1330E+03-.1330E+03.6639E-11
.OOOOE+00
.0000E+00
.0000E+O0
MyY-BendingY-Bending
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.OOOOEtOO
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.000OE+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
MzZ-BendingZ-Bending
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.O000E+OO
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
. 0000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+OO
.OOOOE+00
.O000E+OO
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+O0
o U3202731.30U 2-13-95 3:07p Page 9 of 11
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 17 Run ID=TA62753 15:07:18
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1
GLoads NodeLLoads NodeStress NodeStress Node
Fx Fy Fz Mx My MzAx ia l ' Y-Shear Z-Shear Torsion Y-Bending Z-BendingAx ia l Y-Shear Z-Shear Torsion Y-8ending Z-Bending
Maximum Minimum Cmb. Shear
KAISER ENGINEERS HANFORDPAGE 18
S/N:801854Run ID=TA62753
- I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
02/13/9515:07:18
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
GLoads NodeLLoads NodeStress NodeStress Node
Fx Fy Fz Hx My MzAxial Y-Shear Z-Shear. Torsion Y-Bending Z-BendingAxial Y-Shear Z-Shear Torsion Y-Bending Z-BendingMaximum Minimum Cmb. Shear
LLoads 12 -.3613E+03 -.3994E-28 -.6639E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.4015E+02 .6657E-29 .1107E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.4015E+02 -.4015E+02 .2007E+02Stress 12 -.4015E+02 .6657E-29 .1107E-11Stress 12 -.4015E+02 -.4015E+02 .2007E+02
***TRUSS NO. 33***GLoads 26 .3464E+03 .OOOOE+00 .4376E+02 .OOOOE+00 .OOOOE+00 .OOOOE+00GLoads 13 -.3464E+03 .OOOOE+00 -.4376E+02 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 26 .3491E+03 -.1415E-27 .6236E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 13 -.3491E+03 .1415E-27 --6236E-11 -0000E+00 .OOOOE+00 .OOOOE+00Stress 26 -.3879E+02 -.2358E-28 .1039E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.3879E+02 -.3879E+02 .1940E+02Stress 13 -.3879E+02 -.2358E-28 .1039E-11Stress 13 -.3879E+02 -.3879E+02 .1940E+02
***TRUSS NO. 34***.3464E+03 .OOOOE+00 -.4376E+02 .OOOOE+00 .OOOOE+00 .OOOOE+00.3464E+03 .OOOOE+00 .4376E+02 .OOOOE+00 .OOOOE+00 .OOOOE+00.3491E+03 .4832E-30 .7870E-13 .OOOOE+00 .OOOOE+00 .OOOOE+00.3491E+03 -.4832E-30 -.7870E-13 .OOOOE+00 .OOOOE+00 .OOOOE+00.3879E+02 .8054E-31 .1312E-13 .OOOOE+00 .OOOOE+00 .OOOOE+00.3879E+02 -.3879E+02 .1940E+02.3879E+02 .8054E-31 .1312E-13.3879E+02 -.3879E+02 .1940E+02
***TRUSS NO. 35***GLoads 26 .3360E+03 .OOOOE+00 -.1330E+03 .OOOOE+00 .OOOOE+00 .OOOOE+00GLoads 15 -.3360E+03 .OOOOE+00 .1330E+03 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 26 .3613E+03 -.5202E-28 -.1619E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 15 -.3613E+03 .5202E-28 .1619E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.4015E+02 -.8669E-29 -.2698E-12 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.4015E+02 -.4015E+02 .2007E+02Stress 15 -.4015E+02 -.8669E-29 -.2698E-12Stress 15 -.4015E+02 -.4015E+02 .2007E+02
***TRUSS NO. 36***GLoads 26 .2474E+03 .OOOOE+00 -.1797E+03 .OOOOE+00 .OOOOE+00 .OOOOE+00GLoads 16 -.2474E+03 .OOOOE+00 .1797E+03 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 26 .3058E+03 .7326E-28 .6189E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00LLoads 16 -.3058E+03 -.7326E-28 -.6189E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.3397E+02 .1221E-28 .1031E-11 .OOOOE+00 .OOOOE+00 .OOOOE+00Stress 26 -.3397E+02 -.3397E+02 .1699E+02
GLoads 26GLoads 14LLoads 26LLoads 14Stress 26Stress 26Stress 14Stress 14
.0000E+00 .OOOOE+00 .0000E+00
.OOOOE+00 .0000E+00 .OOOOE+00
.OOOOE+00 .OOOOE+00 .0000E+00
.0000E+00 .OOOOE+00 .0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
Stress 16 -.3397E+02 .1221E-28 .1031E-11Stress 16 -.3397E+02 -.3397E+02 .1699E+02
***TRUSS NO. 37***GLoads 26 .3486E+03 .0000E+00 -.4214E+03 .0000E+00GLoads 17 -.3486E+03 .0000E+00 .4214E+03LLoads 26 .5469E+03 -.6802E-27 .1088E-10LLoads 17 -.5469E+03 .6802E-27 -.1088E-10Stress 26 -.6076E+02 -.1134E-27 .1813E-11Stress 26 -.6076E+02 -.6076E+02 .3038E+02Stress 17 -.6076E+02 -.1134E-27 .1813E-11Stress 17 -.6076E+02 -.6076E+02 .3038E+02
***TRUSS NO. 38'GLoads 26 -.2032E+03 .0000E+00 .4318E+03GLoads 18 .2032E+03 .0000E+00 -.4318E+03LLoads 26 -.4773E+03 .1030E-28 .3045E-12LLoads 18 .4773E+03 -.1030E-28 -.3045E-12Stress 26 .5303E+02 .1717E-29 .5076E-13Stress 26 .5303E+02 .5303E+02 .2651E+02Stress 18 .5303E+02 .1717E-29 .5076E-13Stress 18 .5303E+02 .5303E+02 .2651E+02
•"TRUSS NO. 39***GLoads 26 .3119E+03 .0000E+00 -.1635E+04 .0000E+00GLoads 19 -.3119E+03 .0000E+00 .1635E+04LLoads 26 .1665E+04 .2450E-28 .2150E-11LLoads 19 -.1665E+04 -.2450E-28 -.2150E-11Stress 26 -.1849E+03 .4083E-29 .3583E-12Stress 26 -.1849E+03 -.1849E+03 .9247E+02Stress 19 -.1849E+03 .4083E-29 .35S3E-12Stress 19 -.1849E+03 -.1849E+03 .9247E+02
.OOOOE+00 .00O0E+O0 .OOOOE+00
.OOOOE+00
.0000E+00
.0000E+00
.0000E+00
.OOOOE+00
.OOOOE+00
.00O0E+0O
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00 .0000E+00 .OOOOE+00
.0000E+00
.O000E+00
.0000E+00
.OOOOE+00
.0000E+00
.0000E+00
.OOOOE+00
.0000E+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00
.OOOOE+00
.OOOOE+00
.0000E+00 .0000E+00 .OOOOE+00
.O000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.O000E+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.OOOOE+00
.0000E+00 .0000E+00 .0000E+00
U3202731.30U 2-13-95 3:07p Page 10 of 11
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 19 Run I0=TA62753 15:07:18
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
SOLVE BEAM LOADS/STRESSES Version 2.0 07/01/90
Load Case 1:
MAXIMUM STRESS SUMMARY FOR BEAMS/TRUSSESWITHIN SPECIFIED RANGE 1- 39
Maximum (absolute) Stress = .2326E+05 at BEAM 3
;am Axial Y-Shear Z-Shear Torsion Y-Bending Z-Bending
3 .8567E+03 .2125E-H .7808E+03 .5477E-14 .2241E+05 -.9553E-14Maximum Minimum Cmb. Shear
.2326E+05 -.2155E+05 .1163E+05
KAISER ENGINEERS HANFORD S/N:801854 02/13/95PAGE 20 Run ID=TA62753 15:07:18
=============== I M A G E S 3 D ================ Copyright (c) 1984 Celestial Software Inc. =
SOLVE REACTIONS Version 2.0 07/01/90
1
Load Case 1:
REACTIONS
Node Fx Fy Fz Mx My Mz
2 .OOOOE+00 .000OE+O0 .0000E+00 .OOOOE+00 .0000E+00 .0000E+003 -.1387E+04 -.8331E-17 -.5807E+03 -.7903E-17 -.2801E+04 -.8405E-1524 -.1387E+04 -8331E-17 .5807E+03 -.9795E-16 .2801E+04 .8405E-1525 .0000E+00 .0000E+00 .0000E+00 .0000E+O0 .0000E+00 .0000E+0026 .0000E+00 .OOOOE+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
U3202731.3OU 2-13-95 3:07p Page 11 of 11
IMAGES-3DUer. 2.0Geometry Plot
Uirefrane Plot2/13/9514:49:25
IMAGES-3DUER. Z.BL Case 1S= 1.800E+01
Deflected Shape - Wireframe Plot2/13/9E14:52:
APPENDIX B
HNF-2475, Rev. 0Page D-22
SDC 4.2Rev. 0Page 22
TABLE 11
ALLOWABLE ANCHOR VALUES FORCARBON STEEL HILTI KWIK-BOLT II
Concrete Minimum Strength 3000 psi
The following tabulated data also apply to these specific sites:Bid. 236-Z of Z-Plant. Tank Farms 241-SX-115.
feifiioiwili:i;;:itameterS:S;yii-;n>iCHES):ij;|;
M-v§Bgjy3;
1/4
3/8
1/2
5/S
3/4
1
WliCINCHES^S
1/2
3/4
3/4
3/4
3/4
3/4
•fe::C:>j::'Etffoedment;v;*v'*::':'::::S'i)epth: tINCHES):-i>S|»<Hin./Stahdard>:^';
1 1/8
2
1 5/8
2 1/2
2 1/4
3 1/2
2 3/4
4
3 1/4
4 3/4
4 1/2
6
?• ' :: .•: «aximumi:j:S;.v:':::'•' ::'AllowabU:tbad. ::: :/-::, . ..}'•?:,(KIP/BOLT)sj:s;J'V
T=0.31V=0.32
T=0.55V=0.32
T=0.61V=0.78
T=1.21V=0.88
T=1.23V=1.47
T=2.00Va1.47
T=1.75V=2.53
T=2.67V=2.75
1=2.17V«3.41
T=3.87V=3.71
T=3.80V=6.27
T=5.81V=7.59 :
.:• I n s t a l l a t f on ; .:'-' • ; " ' Torque7:•; i •-'.• (FT-LBS)>
:•:•:".••••'••: <,>:\:: • • • ' . '• 7 . : • ' . • > .
4-7
5-8
20-25
22-28
30-45
45-60
75-90
95-115
150-175
225-240
200-350
350-450
General Mote: For bolt length, use as a minimum that which will satisfy the requiredentoednent depth and "T".
1) T - maximum thread length above nut after torquing, minimLm length equals two threads above
nut.
2) The design shall not consider anchor pretension;
V applied + T applied < 1.0V T " •
3) Hinirmm embedment = Absolute minimun embedment depth allowed HNF-2475 R n
PageD-23'
DISTRIBUTION SHEETTo
DistributionProject Title/Work Order
Project W-320 Tank 106-C,
Name
From
JW
HNF-2475,
Bai 1 ey
Piping Calculations,
MSINText
With AllAttach.
V o l .
Text
5
Page 1 of 1
Date 23 July 1998
EDT No. 622233
ECN No. n/a
Only Attach./Appendix
Only
EDT/ECNOnly
JW BaileyW-320 Project Files
S2-48Rl-29
A-6000-135 (01/93) VEF067