CAS & CRT Foundations

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MOL.19951031.01

CRWMS/M&O Design Analysis Cover SheetComple te only applicable i tems. I Page: 1 Of :

2. DESIGN ANA LYSIS TITLEZOMPRESSED AIR SYSTEMKONDENSATE RECEIVER TANK FOUNDATIONS -3. DOCUMENT IDENTIFIER 4. REV. NO. 5 . TOTAL PAGES

- -ABBDF000-01717-0200-00001REV OO 100 I lo5. TOTAL ATTACHMENTSINO. OF PAGES IN EACH 7. SYSTEM ELEMENTIESF --ONE3 . Originator

3. Checker

10. Lead Discipline Engineer~ ~

11. Depar tment Manager12. REMARKS

_ _ ~ ~Print Name Signature Date4 4?#4s. Gomez

WJ. Salchak

QAP-3-8 0492 (Rev. 03/14/


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Design Analysis Revis ion RecordComplete only applicable i tems.CRWMS/M&O

WBS:a QA : *AhPage: 2Of : 1

QAP-3-0

3. DOCU MENT IDENTIFIERBABBDF000-01717-0200-00001 RE V 00

0487 (Rev.03/10/9

4. REVISION NO .00

5. Revision No.00

0. Pages Added 7. Pages Deleted 8. Descript ion of Revision10 0 Original Issue

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CALC No.: BABBDF000-01717-0200-00001 Rev. 00Page: 3 of 10itle: Compressed Air System/Condensate Receiver Tank Foundations1. PURPOSE

The purpose of this analysis is to design structural foundations for the Compressed Air System(CAS), and the Condensate Receiver Tank. This analysis is in support of design drawingBABBDFOO-0 17 17-2 1 0 - 2 3 017.

2. QUA LlTY ASSURANCEThe items considered within this analysis relate to temporary equipment foundations not includedon the Q-list. There are no Q-Controls associated with this analysis.

3. METHODTh e equipment foundation shall be designed in Section 10using standard foundation design handcalculations. The vertical loads will reflect Mechanical requirements. Lateral loads will becalculated using applicable codes. The soil bearing and foundation stresses will be analyzed usingaccepted engineering mechanics. The foundation will be designed using the Strength DesignMethod.

4.1

4.2

4.3

4. CODES AND STANDARDSU.S. DEPARTME NT OF ENERGY (DOE):DOE 6430.1A7dated April 6, 1989

General Design Criteria

AMERICAN CONCRETE INSTITUTE (ACI):ACI 318-89 Building Code Requirements for Reinforced ConcreteAMERICAN NATIONAL STANDA RD INSTlT UTE , INC./AMERICAN SOCIETYOF CIVIL ENGINEERS (ANSUASCE):ANSYASCE 7-88 Minim um Design Loa ds for Buildings and Other Structures

4.4 UNIFORM BUILDING CODE (UBC):mc, 1991

4.5 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC):AISC, 9th Edition Manual of Steel Construction, Allowable Stress Design


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CALC No.: BABBDF000-01717-0200-00001 Rev. 00Title: Compressed Air SystedC ondensate Receiver Tank Foundations Page: 4 of 104.6

5.1

6.16.26.3

AMERICAN WELDING SOCIETY (AWS)AWS D1.1-94 Structural Welding Code-S ee1

5. DESIGN INPUTSExploratory Studies Facility (ESF) Basis for Design (BFD) Document, Package lD,Section 7.2.4.6 Surface Compressed Air System (BAB 000000-01717-63OO-OOUO2, Rev. 05)

6. CRITERIATh e Exploratory Studies Facility Design Requirements (ESFDR) (YMP/C M-0019, Rev. 1)ESF BFD Document, Package 1D (BAB000000-01717-6300-00002, Rev. 05)Determination of Importance Evaluation for ESF North Portal Pad (BABB00000-01717-0200-0000 Rev. 04)

7. ASSUMPTIONSNone used.

8. REFERENCES8.1 Geotechnical Recom men dations for D esign, North Ramp Surface Facility, ExploratoryStudies Facility, Yucca Mountain Project, Nevada, SC P No. 8.3.1.14.2. (March 19, 1993)

9. COMPUTER PROGRAMSNone used.

10. DESIGN ANALYSIS

10.1

10.2

This ana lysis was initially performed under Revision 0, ICN 1of the ESFDR, with SeismicZone 4. Revision 0, ICN 2 of the ESFD R revised the lowered criteria to Seismic Zone 3.The initial design is conservative, with foundation sizes based on physical requirements.Therefore, the analysis will reflect the higher criteria of Zone 4.Allowable Soil Pressure =2,000 psf (SeeReference 8.1)


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CALC No.: BABBDFOOO-01717-0200-00001ev. 00Title: Compressed Air Syst ed con de nsate Receiver Tank Foundations Page: 5 of 1010.3 Passive Soil Pressure =350 psf perfoot of depth (See Reference 8.1)

10.4 Concrete PropertiesA. Compressive Strength (f'c) =4,000 psiB. Concrete weight =150 pcf

10.5 Reinforcing Steel Yield Strength (fy) =60 ksi(Reference pages 6, 7, 8, and 9 for hand calculations)


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YUCCA MOUNTAIN SITE CHARACTERIZATION PROJECTCMllan Radioactive Waste Management SystemManagement & Operating Contractor

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YUCCA MOUNTAIN SITE CHARACTERIZATION PROJECT PAGE rmToFCMllan Radioacthre Waste ManagementSystemManagement & Operating Contractor WBS N04.2.6.

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PAGE NO . &W kYUCCA MOUNTAIN SITE CHARACTERIWTION PROJECTCivilian Radloacthre Waste Management SystemManagement & Operating Contractor WBS NO4.2.6.

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CALC No.: BABBDF000-017 17-0200-00001Rev. 00Title: Compressed A ir SystemKondensate Receiver Tank Foundations Page: 10 of 1011. CONCLUSIONS

11.1 The design shows that a concrete foundation that has minimum dimensions of 17' x 55 'x 1'-8" thick, reinforced with #7 bars @ 12" o/c each wa y, is adequate to support the CASequipment.

11.2 The design shows that a concrete foundation that has minimum dimensions of 16' x 21 'x 1'43'' thick, reinforced with #7 bars @ 12" o/c each way, is adequate to support theCondensate Receiver Tank.

12. ATTACHMENTSNone

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CAS & CRT Foundations