ML20339A031

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9 to Updated Final Safety Analysis Report, Chapter 3, Appendix 3D, Containment Tendon Anchorage Hardware Capacity Tests
ML20339A031
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Site: Ginna Constellation icon.png
Issue date: 11/20/2020
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
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Download: ML20339A031 (36)
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{{#Wiki_filter:GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 668 of 769 Revision 29 11/2020 APPENDIX 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS by PITTSBURGH TESTING LABORATORY

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 669 of 769 Revision 29 11/2020 Compressive Load Tests of 90 Wire Tendon Base Plate - Test on Concrete Stand GTNNA/UFSAR P!TT~su;~GH T SSTIN G L::\\BORATORY PITTSE;URGH, PA. Aa A lill.lTU 41,.,..o~: TlOH T O CU U-.TS. THI f':Jl.t..!~ AHO 0 1.1:'ltl:t.V***,t.U,. llcP'O "-T* ,uru: l'\\!lP,CITTO:-:,..... ~~ CO.. l"IDFl'l:TIAL " "o,r"1TY er Cl.*.-~.... ANO AUnt01UtAT10N ,-o,i PU8t.l C: AT1C !II 0:0 ST.&.T:*.-,.... n,. COH C:t..us10;.;s (,I( C":":";":/,:"l'.I r l-lOM 01111 ll&GAIUHN* OU III,u:~O lltU,. l'D *Jtv a.o PCNOIH O OUIII..,un~l!I * '"'""OVAL, LABORATORY N o. 652408 CLIEITT'S No. 2l'lt:lll>-3 March 29, 1967 REPORT OROER No. PG-18619 lleport of: Report to: Con:pressive Load Tests of 90 Wire Tendon Base Plate Test on Concrete Stand Joseph T. Ryerson & Son, Inc. P. 0. Box 8000-A Chicago, Illinois 60680 We were requested to fabricate a concrete base plate in accordance with Ryerson Drawing SPI-1 dated 1/20/67. A concrete mix design, reinforcing bars, base plate and trumpet were submitted for fabrica-tion of the concrete base plate. t£.o bllcui~-3 co~crete prcp,ertiee ~~re recorded. CONCRETE MIX DESIGN PER CU. YD. Type Ill Portlerd Co::12nt . DrllVO Corp. Silicecus Sruid I.Sffl C-33 r.ravo Corp. SiliceoWJ Gr.:.vel l" Siu \\::.Ster Sluap COMPRESSIVE STRENGTHS Dil!l:e SQctional Area cr-URJhi.Jli Load c,i Testioi... 89.. In. Lbs. H..rch a. 1967 28.27 92.000 Marc.l\\ 8. 1967 28.27 81.000 w.~ch 9. 1967 28.27 ns.~o Karch 9. 1%7 28.27 120.000 Mill"ch 10. 1967 28.27 124,000 K.,..rch 10. 1967 28.27 121,000 3D-l 611 lbs

  • 12~0 lbs. s.s.D.

1aso lbs. s.s.D; 300 llls. 4 inches CTW!hlll8 Stre1:3th PSI 3250 ..l.lli 3060 Avenge 4070 ~ 4150 Average 4390 ~ 4340 Avcrazie ~- I:.sy:, 2 2 3 3 4 4

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 670 of 769 Revision 29 11/2020 Sheet 2 of Report CLIENrS No. GINNA/UFSAR PITTSBURGH TESTING LABORATORY E*TALISHl:D 1111 PITTSBURGH, PA. ... A MUTUAL P'illOTtCTION TO CLll:NTa, THI[ P'U*a.u: ANO ou1u u... vc,. ALL 1111:P'OIIIITS '-" I I Ul*HTTt:O AS THll COHP'IDltHTI AL l"ROP'IUIT'Y c,,- CLICNTS. ANO AU THOlllll~ATION 11'011 P'UILICATIOH or S TATSMINTS. CONCLV*IONt OR O:'UtACT I fllOM OR l'lllGAflCIIN G 21T114-3 OUII IU:l"OflTI I 11111:llllt YltO P'UofDIHG OUJt WftlTTC:" AP'P'IIOVAL, March 29, 1967 REPORT LABORATORY No. ORDER Nu. 652408 PG-18619 When the concrete in the stand had reached the requested strength, the stand was tested by the following method. A compressive load of 742, 000 lbs. was applied in increments of 106,000 lbs., and then released in increments of 106,000 lbs. The gage readings tabulated below were obtained using a deflectometer designed as shown on Page 5 of Ryerson instructions dat ed 2/2/67. Cycle One was repeated, recording the same gage readings. On the third cycle, dial gage readings were recorded only up to 742,000 lbs. The loading continued in 106*, ooo lbs. increments to 1,200,000 lbs. At 954,000 lbs. hairline cracks appeared on the sides of the stand. There were no other apparent defects at 1,200, 000 lbs. The dial gage instrument was designed so that measurements, either compressive or expansive, were recorded at a specified distance from the center line of the concrete stand of metal base plate. Gag:e No. 1 2 3 4 5 Location On the concrete 3 inches from edge of base p l ate. On the base plate 7-1/2 inches from center line of stand. On the base plat e 4-3/4 inches from center line of stand. On the base plate 6 inches from center line of stand. On the concrete 1 inch from edge of base plate. 3D-2

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 671 of 769 Revision 29 11/2020 Sheet 3 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY t:*TALl NKO t a t PITTSBURGH, PA. .... 4 M UTU A L '""OT&CTI ON TO CLll:NTS, THI: P'U aLIC AND OUIIIIELVll:S. AU. Jll l.. 0111:Ta A IU: SU MITT IU) A THI COHll'IOl:NTIAL P'fl0,.CIITY 0,. CLIUCTS. ANO AUTHO,.IZATION ,o.. ru LlC,UION OP' TAT IEN INTS, CONCLUIONI O il l.)CTJU.C:Ta,1110M O il Jltll~A.IICIING OUII 111:l"OIIITI II IIIICSl:lltVCO P'l:NDIN G DUil WIII TTl:N A P'rflOVAL, 652408 Jo'.arch 29, 1967 LABORATORY No. CLIENT'S No. 21Tll4-3 ORDER No. FG--18'19 REPORT LOAD DEFORMATION MEASUREMENTS 1st Loading Load ~e 1;-ermds ...!L ..tL ..ft. ..l!!_ ..ft. 0 .ooo .ooo .ODO .coo .ooo 106.,000 -.001 .ooo .002 .001 .ooo 212,C~ -.001 .001 .006 .004 -.001 310,COO -.002 .002 .(!09 .co.s -.004 421~,coo -.003 .CO2 .ou .007 -.007 530,CCO -.004 .003 .013 .009 -.009 636,000 -.oo:; .004 .016 .OU -.010 742,COO -.006 .004 .018 .013 -.ou 636,000 -.006 .o~ .017 .ou -.013 530,0-00 -.cos .004 .016 .012 -.013 424,C~ i> -.cos .C04 .015 .011 -.012 318,000 -.OC!> .COl .014 .OlO -.012 2 lZ, Ov"tl -.004 .003 .012 .008 -.012 106,000 -.003 .002 .009 .on6 -.012 0 .ooo .ooo .003 .002 -.002 2nd Loading 0 .ooo -~ .oco .ooo -.002 10.s.o-:m -. 002 .001 .oo~ .003 -.007 21..2.000 -.o~, .002 .CC4 .004 -.009 318>COD -.Oi1/4 .003 .009 .oo, -.011 424.000 -.oas .003 .OlO .007 -.012 s~.O"...o -.oos .003 .012 .008 -.Ol3 636.000 -.C:36 .004 .013 .cm -.014 7~2.000 -.Cli .C-04 .OU .011 -.015 6S6,000 -.006 .OC4 .Ol4 .010 -.011)5 >>o.0!30 -.o~s .004 .013 .010 -.014 lol4.0v0

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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 672 of 769 Revision 29 11/2020 Sheet 4 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY CLIENT'S No. 21Tll4-3 Loed fCl~ti 0 106,0~ 212,~0 318,0~ 424,000 530,GOO 636.000 742,000 9J4.000 aeTA* LIOlltO S*lt PITTSBURGH, PA.

    • A MUTu,u. P,lflOT&CTION TO CLIINTI, THC,u,1..1c ANO OUIIISC\\,¥11, ALL 1111,.0 lflTe
      • , u aw1nao ** TNI CONYIO ltHTIAL l"IIIO P,ClllTY 0,. CL.IINT*. ANO AUTNOJUZATION

,01t P,U. LIC.. TI0N o, &TATllWl:NTS, C 0 NCLUSI0fO 0lfl UT114C:TS, 111ow 0lfl IIC0AIII 0 INe O t.l Jt flUOIIT* II ***1.111v 1 0,..NOI NO OUlll WlfllnlN.,,lflOVAL, Me.rch 29. 1967 REPORT LABORATORY No. 6524')8 ORDER N o. PG*Ul~l9 LOAD DEFORMATION !1EASUREMENTS 3rd Loadi§ C~e ...t!.. .A. ..ft. ~ ..il.. .ooo .oco .ooo .ooo -.002 -.003 .002 .004 .003 -.009 -.004 .002 .007 .0045 -.OU -.004 .003 .009 .006 -.ou -.oos .003 .011 .007 -.013 -.006 .0035 .012 .ooss -.014 -.006 .004 .0135 .010 -.ou -.001 .004 .ou .011 -.OJ.S5 ll&ir line cn,cu viaiblo. PlffSBtwat T!STD?G lAI:On..\\ TOD.t -~ Physical T~sti~! ~putment cc1 3*iyoraon Steel l*PTL Chicqo ft 3D-4

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 673 of 769 Revision 29 11/2020 Compressive Load Tests of 90 Wire Tendon Base Plate - Test on Concrete Stand GINNA/UFSAR BASEPLAl-E FOR ~O Wll<E A LOA 05 Loaols cleveLop1:)e.o\\ Teh o<o 0. ult l)"Y10.-Le.SlY C ~.... C)u~ ..J Ove.,.shes.siY\\~ Fo*rce IY'\\,*t,'ol Force F iy..o. L Foy-ce. B. 512 E <t' 0 cl

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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 676 of 769 Revision 29 11/2020 Sheet 4 of Notes GINNA/UFSAR

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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 681 of 769 Revision 29 11/2020 Compression Tests of 90-Wire Anchor Head Assembly GINNA/UFSAR <07 Rev. PITTSBURGH TESTING LABORATORY PITTSBURG H, PA. A5 A MUT'1""L,-,_OTI.CTION TO CLICtllTa. TNll PU. UC ANO OUlttlU.VCS, ALL ftl:P'Oftt*

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  • TNC CON,-IOllNTtloL ""0P'UITY O J' C:LIC NTS. ANO AUTNOIU:lATION

,011,.U. 1,,ICA,TIOJlf 0,- *TATIIM llNT S, CONCLU 9 10N S 0 111 c*T'IAC:TS P'IIIIOW O lll llllllG41101NO CLIC:NT'S No. 212341903-18 OUIII IHP'OIIIITS I S ftESl'lltVC O PI.NOIM G QUIit WflltTTl:N AP,,-IIIOVAL. October 24, 1966 REPORT LABORATORY N o. 646099 O R D E R N o. CH-9583 Report of: Compression Tests of 90-Wire Anchor Head Assembly Report to : Joseph T. iRyerson & Son, Inc. P. 0. Box 8000-A Chicago, Illinois 60680 We received t wo (2 ) 90-wire anchor head assemblies for compression tests in accordance with Drawing 90- PT-lA, 90-PT-2A and addendum dated 10/11/66. The shims and anchor heads were assembled, loaded for two minutes and disassembled for examination in accordance with the drawings. The following observations were r ecorded. Load 742,000 lbs. 848,000 lbs. 954,000 lbs. 1,007,000 lbs. 1, 060,000 lbs. 1, 200,000 lbs. ANCHOR HEAD ASSEMBLY 90- PT-l Remarks Button headed wires deformed anchor head. The 1/16" and 1/8" shims deformed slightly. Anchor head loosens by hand from adaptor lock nut. No appar ent deformations except as noted above. Anchor head loos*ens by hand from adaptor lock nut. No apparent deformations except as noted above. Anchor head loosens by hand from adaptor lock nut. No apparent deformations except as noted above. Anchor head loosens by hand from adaptor lock nut. No apparent deformations except as noted above. Anchor head loosens by ha nd from adaptor lock nut. Deformations from the shim plates visible on adaptor. Anchor head no longer loosens by hand. 3D-13 GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 682 of 769 Revision 29 11/2020 Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA. ... a. MUTU... L.... OTICCTI O N TO CLICN TS, T... I: P'U. LIC AHO ou111*t.LVl:I. ALL aC:P'OflT.

    • C:.U.MITTC:0 Al T HC CONFIDl:NTl,\\L P'IIIOP'IUtTY g,- CLll:NTS. AND AUTHO.. l'Z.ATION

,0111 P'U. LICATIO N OF $TATCMl:NTI. CONCLUIIONI 0" 11:XTIU,CTS,-1101,11 01111 lll:GAlll:OINC: OUII 11111:'"OIITS I fllC I IUIVllO P l:HOIH G OUll WIIIITTl:N APP'IIIIOVAL. L A B ORATORY No. 6 4 6 Q 9 9 CLIE NT"S No. 212341903-lC October 24, 1966 REPORT O R D ER No. CH-9583 ANCHOR HEAD ASSE1-1BLY 90-PT-2 Load Remarks 742,000 lbs. Button headed wires deformed anchor head. The 1/16" and 1 /8" shims deformed slightly. 848, 000 lbs. No apparent deformations except as noted above. 954,000 los. No apparent deformations except as noted above. 1,007,000 lbs. No apparent deformations except as noted above. 1,060,000 lbs. No apparent deformations except as noted above. 1,;zoo,000 lbs. No apparent deformations except as noted above. PITTSBURGH TESTING LABORATORY E~M~er ___ _ Physical Testing Department cc:: 3 *J*~>'. -;:./.:.! f~'l.'. rty.z.1~~c:t t:, ~~un:. !f!c. llt;;i) : . ;:-:. :.ii cis(!~"{l n. '/.:.*,~~.J..::lt 3D-14 GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 683 of 769 Revision 29 11/2020 Compression Tests of 90-Wire Anchor Head Assembly w t:I I,.... V, COMPR£SS/ON T£ST PROCFDUR£ TEST OF 90 WIRF ANCJ.IOR I-IEAD ASSEMBLY 5£T UP TEST IN MACHIN£ P£R DRAWING 90-PT-IA APPLY COMPA--.,£SSION TO D£SIGNAT£D LOAD (SE£ TABLE 8£LOl1V) (TIIIS IS A STATIC TEST) APPLY -f RELEA 5£ LOADS ACCORDINGLY) HOLD £AC/--! LOAD FOR A P£l?!OD OF TWO MINUTES RELEASE LOAD AND DISASSEMBLE C!-1£CK AND REPORr ON ALL DlFOR/v!AT/ONS > CRAC.A'S) OR OTH£l? S!<;NS OF FAIL. UR£ IN Tl-IE A/1/CHOR HEAD, ADAPTOR LOCK NUT, AND/OR TUBE SI/IMS. R£AS5£MBLE AND R£P£AT AT NEXT HIGll£R LOAD. M~f/P ! 7~0P~-i,;, 90-PT-I LOAD TABLE >S 742)000 LB-. 848,000 9S4)OOO 1,007,000 LBS. ~06~000 II MAOl!NE MAl!MUM ~.J'!~.~~9.~ *m,o*,c";) leuSTOHlt J,,1//R/ - TEST Alv'Ch'ON,1--/::-1-i D c., H ! c:: "1 "' ~ GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 684 of 769 Revision 29 11/2020 Sheet 2 of Notes ~ I..... E _J /1-~'fON6 SHI/VI 1,,1-{J LON6 SHIM -1.,-,/vvv,)/;--1-f LONG S/1/M

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ADAPTOR

/ LOCK NUT 9o-PT-LN I

C SPLIT 90-B:.; rrc:1 I

' r!JBE SHIMS I / BASF PL,*:F 9o-PT-8P COIHPR$S/OtV *. HEADED :\\ / 90 -PT* TS 8LOCk WIRES __j_ r"A HR RYCUT /-IT SR4~ RD. 1tO'-Z' *-, ' At - l ("1/ s{-:. . IY l....... -' ~ I '.. I I _,_. l~/, ~ I-~" // _ .. ** 11 - '\\ \\ + \\ 1 I J : . 7 (_// A L I,, SEC A- --j 1 -;g iiAot: av R.'IT tc-0J~f, 90-PT-IA LOAD .;::_~ I o:Z~- I l , ~ . ' ~-1*- /

  • ,/

~*, ,I ' *1'*,. I ' I ..r-..J --J'- - -** ~~~- ~~--,. A I 'ANChOR HEAD 90-X6 _!,_O_!JQ_ NOTE: Pi.ACF ALL PARTS CONCENTRICALLY ABOUT CFIVTER LIN£ RYERSON,,,, 1At 00 11:~I ~ ~C:,!U!!*!T!O~M!!ll:!,!11!._ _______________.. J 0 9<*.,. 1' ..,0... S O N ,.,.C <;'.I i ~ ~ GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 686 of 769 Revision 29 11/2020 Sheet 4 of Notes t::I I.... ex, c-. +,O ed.

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  • 90...

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MAT£R/1~L : Pi./l7E t!R 20/30 c mmm-;) I CUSTOMt:111 BA SE PL4 T [ FOR TEST 0/vL Y G') ~ ~ CJ) [;;

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 690 of 769 Revision 29 11/2020 Load Tests of Coupler and Adaptor 90-11 GiNNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA. A. M UTUAL l"IIOTll:CTl01'1 TO CL IUna. THC PUA LIC ANO OUIISt:~Vl:S, ALL tltl:f'OIITS ,UU: SU8M ITTl:0 AS THC CONl"IDl:NTIAL l"IIIOl"UITT 0" CLlll:NTS, A ND AUHtOiltlIATION "01'1 l"UaLICA.TION 0,. STATll:MIE:NTS, CONCLUSIONS OJI l!:XTIIIIACTS f""OM 01'1 111111:G... flOING CLIENT'S No. 21T341891-60 OUIII l'll "O"TS IS 111:SUtYltD 1"11:N OI NG OU" WIII TTCN Al"l"IIIDYAL. Augest 25, 1966 REPORT LABORATORY No. ORDER No. 642438 CH-9583 Report of: Report to: Load Tests of Coupler and Adaptor 90-11 Joseph I. Ryerson & Son, Inc. P.O. Box 8000-A Chicago, Illinois, 60680 Attention : Mr. w. A. Corson We received at our laboratory one bushing measuring 11" long, 7-7/8" x 8 buttress threads on the o. D. and 5-1 /8 " x 8 buttress threads on the I. D., along with a pulling rod measuring 18" long with 3-3/4" of 5-1/8" x 8 buttress threads. This bushing was to be used in conjunction with the coupling identified in our Laboratory Report No. 640730. The set up was made as shown on Ryerson drawing, that is, the bushing was threaded into the 10-1/2" diameter coupling with a 5-1/4" pull rod on one end and the 8" pull rod on the other end. The assembly was then loaded and tensioned to the required loads, then released and disassembled and the threads checked both inside and outside the bushing for visible defects. It was also checked whether or not the pulling rods turned easily or with difficulty. The results of these tests are as follows: Load Lbs.

  • Remarks 742, 000 Rod to adaptor Hand turn easily.

Adaptor to coupler Hand turn easily. 848,000 Rod to adaptor Hand turn easily. Adaptor to coupler Hand turn easily. 954,000 Rod to adaptor Hand turn easily. Adaptor to coupler Hand turn easily. 3D-22

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 691 of 769 Revision 29 11/2020 Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA.

  • S A. MUTUAL PIIOT[CTIO N TO CLIICNTS. THl:a: PUBLIC AND OURSl:LVICS, ALL R (PORTS 45tC sua1,111TT[O... s T'"'C CONnt)l:NTIAL PROPFRTY 0'" CLIIE:NTS. ANO AUTMORl:tATION

,0111: PUOL IC*TION 0,- S TATEMCNTS. CONCLUSIONS 011 [ XtAi,,(:tS F'ROM 011 llltGA RDING OUR IIIEPOIHS IS 111:SIUIIVltO P[NOIN G OUR WA ITT E:"'I APPIIIIQVA,L. LABORATORY N o. 642438 CLIENT'S No. 21T341891-6Q Augest 25, 1966 REPORT ORDER No. Load Lbs. 1,007,000 Rod to adaptor Adaptor to coupler 1,060,000 Rod to adaptor Adaptor to coupler 1, 200,000 Rod to adaptor Adaptor to coupler cc : 3-CU.cet Att:n: W. b.. G!ll";Jon l~{}'i'i.. Ci:t:~C~BQ Remarks Hand turn easily. Hand turn easily. Hand turn easily. Hand turn easily. Hand turn easily. Hand turn easily. PITTSBURGH TESTING LABORATORY Earl Gallaghe anger Physical Testing Department 3D-23 CH-9583

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 692 of 769 Revision 29 11/2020 Load Tests of Coupler and Adaptor 90-11 GINNA/UFSAR I m (J..' -** .,..1.. 0 d) 3D-24

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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 696 of 769 Revision 29 11/2020 90 Wire Tendon Test CLIENT'S N o. GINNA/UFSAR PffTSBURGH TESTING LABO RATORY PITTSBURGH, PA.

14. M UTUAL... o,llCTI O"' TO CLIENTS. T"4E.. u1.:.1c: "'"'0 01Hu,..... v 11s....... "l""O*T*

&ll t:

  • u** l1Tl:O * *

'fMC: CON,.101:NTt &L... 0.. lllltTT 0" C L l ll... T S. &NO AU TNO,.I Z&TI OIOI , o... U. Ll C &TIOt.l o,.,.,c.. llNTS. CO.. CLUS I O N S 0 11...,... c:,s,111o w 0111 llllG.. JIIIOING; Ltr. 3/13/67 Report of: Report to: OUIII *c:*01n*,. ll[ I UIIVl.0,.,c,,01NG ou* w,u,,11.,........ 0......... June 5, 1937 REPORT 90 Wire Tondon Test LABORATORY No. ORDER N o. Joseph T. Ryerson & Son, Inc. P. 0. Box 8000- A Chicago, Illinois 60680 655506 PG-18619 We received a sample which was identified to us as a 90 wire t ondon. We were requested to test the sample in tension measuring a~ongation over a 120" gage length. The sampl e consisted of 90 wires,. 1/4" in diameter, with anchor heads on each end. The anchor heads were held on t he wire by t he wire button heads. The anchor head had ex~er nal t hreads whi ch threaded int o a coupler. The coupler then threaded onto pull rods, 8" i n diameter, which were install ed i n the upper and lower cros s heads of our 1, 200,000# testing machine. An extensometer, modified to give a 120" gage lenqth, was used to record sufficient data t o plot the attached curve. PITTSBURGH TCSTING LABORATORY Ea~i~ a_g_e_r __ _ Physical Testing Department 3D-28

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 697 of 769 Revision 29 11/2020 90 Wire Tendon Test -ULTIMATE STR:ElfGTH OF TENDON 1,084,000 POUNDS (FillST WIRE BROKE AT THIS POINT)

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  • 1081

'STRENGTH - 1,060,000 POUNDS

  • I 961
MEASURED UNDER LOAD I 841 r

0 ~ 0 ~ ,::;I I N "' >C... 0 0 0 7 601 4 3,

r 3% ~LONGATION (Mru I

j I ,r YI ELD STRENGTH 9 7 4, ooo*. POUNDS @ 1% ELONGATION (MEASURED UNDER LOADj I 1~ I Ii lll ir I I !, l:i

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ELONGATION IN 120 INCHES

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 698 of 769 Revision 29 11/2020 90 Wire Tendon Test GINNA/UFSAR The?- pl,,\\r pose of tt--.;s Test 1s to veY *'Fy 1 -thot o TevioloV\\ 1 coV\\si'st,\\,..,~ of '2l0 w,*re.s, the Wt*Ye5 cn,"oL---oYeol, ot. eo.o'- ev-o\\ o.V\\c.horhe.c.ot.s by Me Cl V\\ s O r G VI l L O VI he C. o{ s I 1' s ~ 0 i i y'\\,, e s (A.5 s i-r o 1/\\ ~ o s o V\\ e w,* r e.. 1 he I e.s t f v1 r l h e '< o l l ow s t:. o n,-,. eo. s l.,,\\ v e -l VI e Te V\\ o< o "" - e lo V\\ :) Cl t,* o Y\\. The COl'V\\plet:e E...-"'do.V\\~or s ho.ve bee.VI rYev*Oi.ASL'/ tcsleo{ beyO\\.'\\(X -l:\\--\\~ LA L t.,'mod. e.st re V\\ 5 l V\\ of U" <? Te V\\ ol o V\\, ( see 'Ryer,SOV\\ ~0-PT-I oloi.eo\\ 7/25/;G (30- PT-2 7/2..s/(C C\\V\\ol the conespoY\\olin~ Te.s-L report frow-PT L. o(cd.eol I0/24 IGG.) 3D-30

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 699 of 769 Revision 29 11/2020 Sheet 2 of Notes GINNA/UFSAR A. LOAD 1v1 in. <j v,o. r o. vd. i~ c), u L l; vv, oi1.. C:' ~tr e.,..., ~ l h oF f 1/4" w,*re (see AST/vi-4-21) 24o'ovo rs; M, V\\ 5 tA~, C\\LA i:i'ed vi l i 1 1Y'VI01 i.e.s tv-e"'5 i. i.--. of '?)Ci wi're TeV\\ofoV'\\

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I 'OGo'oc,o tt* I Min. '/lf;Ld.$lrG;\\l\\5H*\\ of ~O w,*re Te"" ci o v. Yv'I ec, sv-, e ci LA"' c..{ e. v LoCA o< e>.-L I I o "/, ex lev,s;on. I So 0/, x LAlt, st..reV\\9,tl-\\.... 34-&'ooo t A Y) t i C i' r ed. e cJ. I e.!:. t ~ es (;, L t 'rvo wi'v-ebreok w,LL occv.r be(o'le ll-'I e Loo ol.of I OG OK 1*5. r eocheoL ELOf'.JGATlON M1\\r\\.. 1eV\\ol OV\\ elol/\\<3Ct1 10V\\ 3 °/r; i,-,, <2C1 s ~1-re.o/ \\.AV\\ oler Loc.ci

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 700 of 769 Revision 29 11/2020 Sheet 3 of Notes GINNA/UFSAR The t Lo V\\ ~ o l ; o n , s t o be <<, e o.s Viv c o \\ C\\.S n-,ovev-v-.ev.l. belwcev-, AhCV'IOr-h eo-ol s. The Wire l:eV\\~Lh foY lhe Test le""otoV\\ 15 10'-O" ~ 1'20" The mel!Aool e of m eo.sLA n' t"I~ elon - 50Li'oV\\ sho.LL be si'w-.ilc:1r Lo -!..he oV\\e spec,'(,'eol, V\\ AST M --421. IY'lit:1°0.l elov.~c.b'o\\,'\\ 0.10/o Indio L Stress 2Cj'OO0 ps, Yield o.t 1°k exi.eY1sioV\\ YY'\\'V'I y,*eld-.stve""~th Min. ELOV\\<3oii'oV\\ 3"/o ~ ,_s to be rec.~eo( befove first: w,'(e bre01kS. 3D-32

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 701 of 769 Revision 29 11/2020 Sheet 4 of Notes C) _l C) GINNA/UFSAR Upper Cross heCAci Tesl Pvll'fool cpc5* / lr"lci,*cc,tes ElOl'\\:)c.t,'o\\l'I Y\\"10S1.An'n~ ciev,*ce ~H~ch<2ci fo A~oVIOr* he01ols OICCl,\\f~CY V~2* R.o.n9 e.. -511 Lower Crosshe~ol 3D-33 ~ -.:t ~'-SI ~M N, ..;t-c<) I ID i-L&J ~.., o ::, 0.

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GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 702 of 769 Revision 29 11/2020 Load Tests of 90-X7 Coupler GINNA/UFSAR PITTSBURGH TESTING LABORATORY PITTSBURGH, PA. ........ u n,.....,..oTacTh)N TO CL.ICM,...,.,... Ji'U.LIC **D ou***'-""*** "-'- **,.ottTS

    • 11: *u**uTTIIO...

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  • T.r..Ta,,iClo!Ta. C O NC i.u.,o,.. 0111 D'nl*CT*,110* 0111 **0*1110111110 OUIII **~*n*.* ***nvR.P&HDlNO OUII w1111na1111 A.-..OYAI...

LABORATO~Y No. CUltNT"S No. 21T341891-48 Auguat 2S, 1966 REPORT 640730 Ol-9S83 lleport of: llaport to: Atteatloo: t.oad Te*t* of to.X7 Coupler JoHpb T, Ryer~ 6. Son, lac. P. 0, lox 8000-A Olicqo

  • Illinob 60680 Nr. w. A. Coraoo Subaitted to our l.Aboratory for load te*t* va1 aa a11eably identified u 90-X7 coupler. We were 1D1tructed to aet up the coupler *H-bly u *howa on Ryeraon dravizlg that ahowed the coupler that aeaaured 10-1/2" 0,D., 8" long, with a 7*7/8"-8 buttreH thread and two 8" diameter pulling rocla at either end threaded into the coupler.

th* thread engagement at ea.ch end va* 3*1/2". After the u1eabl7 V&9 ccaplete

  • we were to apply deaignated tenaion loacla and rel...
  • tha lo&da accordingly, After relea1ing the load1 we were to diaaaa*ble the auembly and chedt thru.d1 at both encla of tba coupler for viaible defect* and check llhether or not the pul.111111 rocla would turn euily or with difficulty froa the coupler.

'die re*ults of these teat* are aa follows: Load Lbp, 142,000 848,000 9S4,000 . 1,007.ooo-Hand turn top of pulling rod. Hand turn bottoa of pullf.Dg rod. Rand turn top of pulU.n& rod, Nanci turD bott* of pulU.n& rod. Hand turn cop of pulling rod. Hand turD bottoa of pulling rod. Hand turn top of pulll.og rod

  • Ht:nd turn bottom of pulling rod.

AppT11xi.mately 3 turna, *tr*p wrencbea uaed froa then on. Evidence of thread cutting on rod. 't'hreacla on bott<a rod dreHe4 with file, Tbreada lubricated with "rluoro Glide" dry lubricaot. 3D-34

GINNA/UFSAR Appendix 3D CONTAINMENT TENDON ANCHORAGE HARDWARE CAPACITY TESTS Page 703 of 769 Revision 29 11/2020 Sheet 2 of Report GINNA/UFSAR PITTSBURGH TESTING LABORATORY DTAal--lNI ll"ITTSBURC.H, PA. ,.. * "'-"VAi. ~ TO a.JDITII. TNll NSUC *- oua.e..vn. Mo'- .-o,rf9 ...... -**UTTD0... 1WC' CO....,..,..,,M. NCl-f'OTT CW Ou.N'Ta. AND AIJ~IV.T.... ,_ Na.>C'AnoN....,....,....,.ft, CO..C:LlnlONa.. ~ - "'°" OIi......,.ou** OU lltlPOIIT9,. ~ PlnlOfNe OU...,n... A...O'f'AL. eulflff'S - 21'341891*48 l.pllRI Mll'Ut 2', 1966 REPORT 1LaD4 ~ top of pulllD& rod. Rad c.a botta of pw.lina rod. Band cum top of pulling rod. Hand turn bottoa of pullina rod. LABORATORY N o. O RDER No. Plff'SIUBCR nsnNG U.IIOIATO&Y CCI l-Client Attn: Mr. w. A. Coraoo l*PTL Chicago .. ~ Phyical Testing Department 3D-35 640730 at-9SU}}

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