ML19329E167
| ML19329E167 | |
| Person / Time | |
|---|---|
| Site: | Arkansas Nuclear  |
| Issue date: | 11/24/1967 |
| From: | ARKANSAS POWER & LIGHT CO., JOSEPH T. RYERSON & SON, INC. |
| To: | |
| Shared Package | |
| ML19329E166 | List: |
| References | |
| NUDOCS 8005300783 | |
| Download: ML19329E167 (167) | |
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DDIENSIONAL INFORTRTION AND TEST REPORTS I FOR 90- AND 170-h' IRE SYSTBIS !
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" Dimensional data for tendons giVing the, diameter of
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wire, number of wires and tendon diameter."
Two tendon sizes have been used in structures which have construction permits. They are 90 - 1/4" p wires and 170 - 1/4" p wires. The; material submitted in support of Item 2 below shows the hardware systems used in con- -
junction with these tendons. The 90-wire tendon will
. form a bundle approximately 2-3/4" p, and a 3-3/4" ID sheath is recommended. The 170-wire tendon will form
,.. a bundle approximately 3-3/4" p, and a 4-1/2" ID sheath
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is recomended. .
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Detail information of tendon anchorage hardware, including
" anchor di ameter in inches" and " bearing plate size and thickness." -
The 90-wire tendon system anc components is shown on the
.following Ryerson drawings: -
90lf50C ' 90if5
- 90lf50D 901f15 90W50E 90ifAC2 90lf1C 90lfAC3 901f1E
. ((r 90iiAC7
, .._...- . _ u. .90if2B +.
The 170-wire system is shown on the following WCS drawings: ,
100103 100116
, 100104 100117 100105 .
100118 - -
100106 100119 -
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Cni t Nr e s 4 . On AWN SV UATE , , so wire Fr um p tcst e (for snc , e>uttwi >. .ec.a c e. L s ici ) A. wc. .r/u.c .<. This dre.ing has not been, published,it s she sete property of Joseph T. Ryeeson a son, {,,,(h, , ,,/*,,,....,,,...,.,,.%_.e ) aar ra s oesc N tac. le is tene to el.e recipsent for his coalidentiel use only, e,J upon the cond.eiens end
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.nd es.ees no nesuen it upon request, .nd i'.or is sh it : 6,e reproduced, c. pied, teat a CENTRA!. REINFORCING PRODUCTS
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egeoements following. In considerotion of the loen of this drowing,the recipient promises - [' ff',f ~
.md agrees to ,erven is up ,n requese, and shoe it shell not be rear.Juc J, copied, lene or CCNTRA!. R2iNFORCING PRODUCTS ,
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- 3. " Certified test results of engineering data for tendon, including sectional area of wires (sq. in.), ultimate strength, yield strength, stress-strain curve and clongation, at rupture." , .
The general properties of A-421 wire are shown in: ASTM Specification A-421
, Typical Stress-Strain Curve for A-421 ifire '
Stress-Strain Curve for Mill Heat #31636 (representative) Tendon system tests for 90-wire tendons:
-Compression Test of 90-11 ire Anchor Head Assembly
-Corpressive Load Tests of.90-ifire Tendon Base Plate .
Test on Concrete Stand - liire Tendon Test -
-Friction Test on Large, Multiwire Post-Tensioning Tendons -
' Tendon system tests for the 170-wire system are reported in Chapter 3 of Technical Report Number 8.
9 4 5 - ,e e Yl }- . d= W e 00 @
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M s. t Standard Specifitations for UNG.OATED STRESS-RELIEVED WIRE FOR PRESTRESSED CONCRETEt J . . ASTM Dealguation: A421-65 Aportro,1961; Rrvisen,1965.8
~
This Standard of the American Society for Testing and Materbb Is issued under'the facd designation A 421; the fmal number indicates the year of orig-inal adoption as standard or, in the case of revision, the year of last revhion. Scopo . cold drawing by a. continuous strand
- 1. These specifications cover two types heat treatment to produce the prescribed of uncoated stress relieved round high- mechamcal propert,es. i carbon steel wire commonly used in pre. (c) There shall be no welds or joints in stressed linear concrete construction, as the finished wire. Any welds or joints O (o]lows: made during manufacture to promote 6 Type BA wire is used for applica- continuity of operations shall be re-tions in which cold-end deformation moved.
is used for anchoring purposes (Button Discard . Anchorage)) Type W wire is used for applica. 3. A sufficient discard shall be made I. ' " .cach ingot to ensure freedom from tions in which tlie ends are anchored
'by wedges, and no cold-end deforma- injun us piping and undue segregation.
tion of the wire is involved (Wedge chemteal composition Anchorage). -
- 4. (a) The ladle analysis of the ste'el Process shall conform to the following ranges:
2 2. (a) The steel shall be made b'y the- carbon, per cent. . . . . . . . . . . . 0.72 to 0.93 baste-oxygen, open hearth, or electric- Mans $ne**.P*rcent 040t'13 . Phosphorus, msz, por cont.... . OS10 :
, furnace process
- Bulfur, mar, per cent. . . . . . . . . . 0.050 :
(b) The wire shall be cold drawn to Bilicon, per cent. . . . . . . . . . . . . 0.10 to 0.35 ' size and suitably stress relieved after . (b) Van. t.a ions m manufactun.ng pro-8 Under the standardization procedure of tho' cesses and equipment among wire manu-Bocloty, these epoci6 cations are under the jutts-diction of the ASTM Committoo A-1 on 8 teel, facturers necessitate the . m divigu3] 3e]eC-and are the direct responsibility of Bubcomn21ttee tion of att appropriate chemical co,mposi-V on Stect Reinforcement Dars, Latest revision accepted August 31, Ice 5, tion, within the aboyc ranges, at the
- by action of the Socloty et the Annus.1 Meetia: d.iscret. ton of the manufacturer.
and conGrming letter ballot. . (c) When requested, an analys,ts CI Prior to adoption ca standard, thlo eptaif3:.- CaCh heat of steel showinZ the percent-s.- tion was publiebcd as tentativa froQ 1053 to . 1964, bota: reviced in loso. - caca of the elements specified in Para-cc5 g ~ as-n 0088^
.a 8
Sranss Retrcyto Wraz ron Entsinessco Concntrz (A 421) 007 'c graph (a) 4 hall be furnished by the be less than 80 per cent of the specified manufacturer, minimum breaking strength, f[,.c Check AnalysisTolerances . (b) The extension under load shall be measured by an extensometer calibrated
- 5. An analysis may be made by the with the smallest division not larger than' purchaser from fmished wire
- represent- 0.0001 in. per in of gage length, ing cach heat of stect. Samples for analy- (c) The initial load corresponding to .
sis shall be obtained by milling the wire the initial stress prescribed in Table III in such a manner as to obtain a sample shall be cpplied to the specimen, at which representative of the entire cross-section. tirn2 th6 cxtensometer is cttached and Prior to milling, the surface shall bc CIcaned to remove all fore.ign matter. All TABLE"III.-YIELD STRENOTH REQUIREMENTS. such individual determinations shall not - vary from, the limits shown in Section 3,,,,,,,- ,,,, ,,, g,, mgnggs,tyg7;gy:n 4(a) by more than the amounts pree i. stren. ni scribed in Table I.
,, Tm BA Tm wa TABLE I.-PERMISSIDLE VARIATIONS 2...;,...;. 102 000 FOR CHECE ANALYBIB.
0.250......... 29 000 192 000 102 000' yg 0.270......... 29 000
- 189 000 -
tion Over Masht:::t
. Eternent Ltroit er Under *Theos slees cro not commonly furnished in 1Unim en Lim!t. type BA wiro.
per cent adjusted to a reading of 0.001 in per in. ( Ca r bo n . . . . . . . . . . . . . . . . . . . . 0.04 of gage length. The load shall then be s~ M a n gan es e. . . . . . . . . . . . . . . . . 0.00 . . . --T. Ph osphorua . . . . . . . . . . . . . . . . 0.003 increased until the extensometer indi- ./ S ulfur . . . . . . . . . . . . . . . . . . . . 0.008 cates an extension of I per cent. The load-su ico n . . . . . . . . . . . . . . . . . . . . . 0.02 for this extension shall be recorded. The - stress corresponding to'this load shall Tensile Strength meet the requirements for stress at 1 per 6.The tensile strength of type BA wire cent extension prescribed in Table III. and type WA wire shall conform to the requirements prescribed in Table II. U "E^U " TABLE II.-TENSILE STRENGTH
- a aga n under load d
- REQUIREMENT 8. all w. ire shall not be less than 4.0 per cent
~
when measured in a gage length of 10 in.
'" St" x ..i ot .ter to. N. The c'longation shall be determined by.
Tm BA Tm wA, an extensometer which is placed on the l test specimen after si load corresponding' UN.':::::::.1:: 240 000 240 000
$$ $ t6 the Initial stress prescribed'in Table
- 0.250............
210 000 IIIis applied. If the fracture takes place 0.276............ . 235 000 outside of the gage length, the clongation-
- These alzee are not commonly furnhhed in value obtained may not bc representa '
typo BA wiro, tive of the material. If the elongation so Yictd Strength measured me:ts the minimum requirc- " ments specified, no further testing is in-
- 7. (a) The minimum yic!d strength for ~ diccted; but if the c! n ption is hcs than all wire, measured by the 1.0 per cent the minimum r:quir:r.ccta, the test shall extension under load methcd, chall not ba di.:cmded nud n :tste-:t mada. - .
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u, . 0063 Y
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9
. 608 SiRESS-Rruzyrn WInz ron PNSREsSED CONCREu (A 421) g '
Permissible Variations in Dimenclons ' naked eye,'shall n'ot be cause for rejec-
, 9. (a) The diameter of the wire shall tion. ,
not vary from the nominal diameter (d) Temper colors which may result specified by more than 0.002 in, from the stress-relieving operation are (b) The wire shall not be out of round considered normal as regards the finished by more than 0.002 in, appearance of the wire. Cast Marldng .
- 10. A wire sample of su0icient length, 14..The size of the wire, ASTM speci-when laid free on a substantially flat fication number, heat number, and'name i surface, shall form' an arc of a circle or mark of the manufacturer shall be not less than 12 ft in diameter. marked on a tag securely attached to-Button Anchorago each bundle of wire.
- 11. Type BA wire shall be of suitable Inspection quality to permit cold forming of buttona 15. The purchaser shall state at the for anchorage. Splitting shall not be time of order whether outside inspection considered a cause for rejection if the is required or waived. If outside inspec-button anchorage is capable of develop- tion is required, the manufacturer shall ing the full strength of the wire. afford the inspector representing the pur-N
' umber of Tests -
chaser all reasonable facilities, without charge, to satisfy him that the materialis
- 12. Unless otherwise agreed upon be- being furnished in accordance with these
(- tween the manufacturer and the pur- specifications. All tests and inspections 1" chaser, one test specimen shall be taken shall be made at the place of manufacture from each 10 coils or less in a lot 8 and prior to. shipment, unless otherwise tested to determine compliance with agreed upon at the time of purchase, and Sections 6, 7, 8, 9, and 10. shall be so conducted as not to interfere Workmanship and Finish unnecessarily with the operation of the works. If outside mspection is waived, a
- 13. (a) The wire shall be free from manufacturer's certification that the ma-kinks.
terial has been tested in accordance with (b) The wire shall be furnished in and meets the requirements of these spec- . firmly tied coils, having a minimum in- ifications shall be the basis of acceptance side diameter of 48 in. Each coil shall be of the material, of one continuous length. . (c) The wire shall not be oiled or Rejection greased. Slight rusting, provided it is not 16. Unless otherwise specified, any sufficient to cause pits visible to the rejection based on tests made in accord-ance with these specifications shall be
- The term ** lot" means all the coib of wim of the same nomlant wire also contained in an tePorted to the manufacturer within a ladividual shippio:: releuo or shippIna order. reasonable length of time.
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, CERTIFICATION OF TEST d. - '.c, ARMCO Sinfflold Division , , TU FWI R E
~~.~~
y bnion Wire Rope . Armco Steel Corporation ,
-' DATE API 11 193'19bb
, , Kansas City 26. Mi,ssouri -
.m -
, MIN AL wtRE Ot A. .2 088 -
Joseph T. Ryerson & Sen Inc. ht!N. SPECIFICATIONS .. CUSTOMER P, Q, Box 8Q0Q.1 l 2h0.000 Chicag;o, mgois cec o eRE AKING STRENGTH - 11*75h 1. B t- ..$.s. MINIMUM ELONG ATION IN 10* !? OO PERCENT TEN 5tLE STRENGTH ELONO ATION
- TENSILE STRENGTH SAMPLE ELONQG ACTUAL SAMPLE ACTUAL OIAMETER *
. , L B S. P. S.I . % IN 10' , L e $. P. S. 8. % IN 1 :9y1 19 9An 9ho,nnn. ;93, Wo;nno 31 1933no 2 :241 12.200 2h8.000- 12 ;251 12,300- 2'50.000 3 425'1 12.080 2h6.000 -
33 ;251 12,100 2h6,000 h ;241 12.220 2h83000 5.60% 3h
- 251 12;120 2h65000 6 ;251 12.220 2h8.000 -
35 ;251 12,0h0 2hy,000
// s251 12.2h0 2L9.000 36 5251 12,080 2h6.000 -
's 19,3hn X1 mn
- 951 37 :241 12;280 2<0.000 C.10 9- :240 123 280 250.000 38 ;251 123260 2h9.000 10 ;251 12.220 2h8.000 39 ;251 12,220 2h8,000 n 4251 12,080 2h6.000 ho 4251 123260 2h9,000 l 12 ;261 12.320 !251.000 h1 ;251 251,000 1263!!O l l o. ;251 12[.h00 !262.000 h2 ;251 12.300 25030C0
'h a251 12.300 260.000 h3 4250 12.220 2h8.000 4 :241 12;000 9hh,ono bh :941 193320 2513 eco 16 4251 12.220 2h8.000 h6 ;251 12.260 2h9.000 17 ;251 12,180 l2h8,000 h8 ;251 12.2ho 2h9.000 -
18 1941 12 320 251.000 c' 7 nd L9 2261 12.280 2TO.C00 h.80 19 : 941 12,380 252.000 50- :251 12.060 2hT.000 90 241 12,360 l 241,000 41 260 '12.220 2h8.000 ml 1251 12,200 2h8.000 42 ;251 12.000 2hh 000 l< 2241 12.160 2h7.000 Ch 4251 12.2LO 2h9.000 26 2251 19,320 251,000 46 ~251 12.160 2h7.000 97 ;251 12,320 251,0C0 66 ;251 2h6;000 12_120 10 .261 12.h80 "26h.000 57 .251 12,1ho 2h7,000 h8 CM7 n . h0,12T lbs ARTM Sm cification A h21-65 l l NE AT No: 30616 . . . . . AN ALYSiS: .81 .84 .010 .023 26 C MN P $
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WEIGHT OF ORD ER
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(' THE PHYSIC At.'OR MECHANIC AL TESTS REPORTED ABOVE ARE CORRECT
- S6b5SM1%fd7%8Mm qMmosc9R#iktary Publio, i
in and foia Thisthe,4f,JacksonCounty.'hoStato'ofMissouri.
.' day of. 19di}I M ,y M N c/ p _
W pes m.up2, 0093 tit'E SuEli.HighIarbon*D
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Pii iSBURGH TESTING LABORATORY
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- M.. j EsTABLisMro 1981
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PITTSBURGH, PA.
' as a wuruaL emotscrioas to eteruts, var rustic ano ownsttvas. aLL nrronts f
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. . LADORATORY No. 646990' Odeober 24, 1965 f.2"6' - ;-
CH 0583 onoEn no. '
'. i. CLIENT S H . 21T341903-lo ..,~
REPORT .
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' .'. 6 . ' . i. Report off ' bcr.:pe.cscien Testo of 90 4iro f.t .'..
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P1i iSBURGH TESTING LABORATORY
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, p, AS A esWTUat PROTgCTION TO CLIENTS. TNC PUBLIC AND OUmsELVES. ALL REPORTS g
$q / PROPERTT OF CLIENTS. AND AUTNOltlI ATION .
hq g.. /$ ARE POR SUSasiff PutuCAfsON tp AS OP THEsTAfrNrNTs. CONFIDENTi&L OUR ncPonts es massavEo PsNotNo OUR W RITT EN APPROVAL. cOCLussONS OR EXTR ACTS FROM OR REGARDING , LABORATORY No. $6G'j9 October 26 8 1966 RDER No. CH-gg.,3 o cuENTS No. 21T341903-10 REPORT
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[ APPLYLOMPRESSION TO DESIGNATED LOAD (SEE TABLE ^85.LOWf g l .f.Y~ (THIS JS A ' STATIC TEST, APPLY + RELEA SELOADS ACCORDING0;y y-l .
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