ML20244A685

From kanterella
Jump to navigation Jump to search
Tech Spec BVS-382,Revision 1:Steel & Aluminum Ventilated Cable Trays Mfg by S&W
ML20244A685
Person / Time
Site: Beaver Valley
Issue date: 01/22/1971
From:
DUQUESNE LIGHT CO.
To:
Shared Package
ML19273B971 List:
References
NUDOCS 7906180623
Download: ML20244A685 (35)
v • d • e


Text

{{#Wiki_filter:,( t,1 b M I ~ v J,0do.11700 September 2,1970 Revisien No.1 Janua:y 21, 1971 .f. 0.F.E. No. o703 'c.c. No. 3 Loo -[ specil'ication No. BVS-382 d P.O.No. 305 t-SPEC 1FiCATION -9 FOR 1 c rI:. M D A.Lt.H;nH VIr:.C cnLE enns t pop \\ EF. AVER VAILEY PO*Cf R STICION - UNIT NO.1 D'AUES:2 LIG~r T C0!GM f SUPPLIER 'f T. J. COPE Q DIVI 310!' 0F OYFE*J 3 t.I.'*E3 COE.PCFEICN a.) ) ) REVISIONS REV.O REV.1 REV.2 Ra'. 3 . %,WI --" 7 ' - g n r. i,0..- 4. g) L c.1 d e. j Prepared By / Appre n! f.46 h _ g @ -. Q. js f 4 __.._ //) 3-l e e : E.aince. e pnr:.,:: mu _.3 ~~ C. C,f YC. C s EQuiprnent 3D9CICI!St ROView cuane Ascurance acvic.[ya/. /848, D p 3 p &g k. +. '0 e ti 6 e' 79.S ha og _=

e. ~'%N ..,. -..q.e. ......., C ^.*u' M..*m' '". ', 7....,'.e c. o v2. w n .u. e Q'$ Boston, l't.ccachucetts f( J.o.No. 11'70") SFdOITICA'"IO:1 Inge 1 cf 1 0.T.E. no. c700 f .Date 0C *;*=": '> -:t' c.o. ms. 34') 1 FOR Itevisien 1:o.1 Jcnuary 22,1.71 _e Speeif! cation No. BVS- 0-,- l'.O. No. 305 .e -,,. n.. J n....,...,. .s._. -... s e ve.c a. m.n : c azz .....w.. . s... w.. n

  • N-TOR v.

.. c. n. w o ,v. u. 1 0.., B.rA.

e. \\,%n ev..y..

D_L.n Le.e.>..: ,.,m,...f Selier: "' tis specificatice covers tne nu er sed t epes of u. nits to be supplied, j SCCFI con iti:nc Of se:-rice, required perfcr.0.::e, c.aterials and ccts:: actics cf each unit appeeri s in the schedule. I EEC'IC.'iS - In add.itic: to t:is su. r.ry ced schedule,.te cc plete specifient10n is cr:peced of the fellowing: i D 9 [g Equip:est Data Tor = Nc. Pages Table of Oc.. tents 1 t Specific Requirener.ts s Inspectie Ee,cer: QCD 101 EY 9/70 Quality Assurance sploch.6.69 2 Eeaver V:lley S;ecificatics - Attcchten-No. 6 4 Schedule cf F. acquirements - Steel 2 i Secedule of Eequire ents - Alumicu 6 l NC"'ES 'The ele.~.itice of the pro,}e:t site 1: 3 ft. i SCRDL'I.I C?. 7 '. "s &.... ". - ".o : ?.? :.".'.e'.- Q .v..c-" e.q a P.a r'4 Detta sheets NO. It:*e No. He '.". 01 c 0 Service l 8 f \\. -,....,..~'~~.----.-.---;- ..-----.,,-.._.r..,,.., e -- -_.--.~ ~-

- i i SECT 10 II N ___ STEEL AND ALUMII;UM vet lTIIsATEC CA?LE TRAYS Cs rt TABLE OF CONTE.TS s./. II-1

  • l 1.

SCOPE II-1 2. S Tia;Dh7CS II-1 3. MII;IMUM MA:;UFACTURIliG STA 4DARD II-3 4. MINIMUM DESIGli RIQUIREME!;TS 1 II-4 5. PURCHASERS P.I2UIREMI:;TS 6. INFOR:1ATIC:: SUPPLIID BY SILLER II-4 7, i i t l e /* \\ .~ 9 W-w l 4 4 e e A I e e

J.O.No. 117C0 BVS-382 g/N P. O. Ne. EV-305 .b,s V ? S SPECIFICATION 'l w. FOR H l STEEL AND ALU. I!?U." VENTILA.TEC CABLE TRAYS FOR ll U BEAVER VALLEY POWER _ STATION - UNIT NO. 1 DUOUESNE LIGHT COMPANY ~ ,. e PITTSEURGE, PENNSYLVANIA

)

l Boston, Mass. Stone & Webster Eng. Corp., Engrs. f September 2, 1970 j Revised January 22, 1971 i, i l l 1 1 1. SCOPE '\\ I This specification covers the minimum cesign, material,. i. manuf acturing, inspection and quality requirements for galvanized Nu- - s steel and aluminum cable trays. Ihis specification does not i.nclude hangers or installation. } 2. S TAND ARDS " Standard Steels" 2.1 American Iron and Steel Institute Specification Uc. C1008. 2.2 Aluminum Association - " Aluminum Alloys for use for l 1 Cable Trays". l 2.3 American Society for Testing and Materials - Hot-dipped j ) Zine Coating on Assembled Steel Products - Specification No. A306 and A525. see attachment ho. 6 e 2.4 Aseismic Design Requirements September 25, 1968 -l Ect-dipped l 2.5 American Society for Testing of Materials l Zine Coating Spec; fication No. A153-61. 2.6 National Electrical Manufacturers Association S peci fication No. VE1-196 0. g l 1

3. 0. !!o. 117 0 $-

2, BVS-382 6 .y ~. '/ 3. MINIMUM MANUFACTURING STANCARC 3.1 General All cable trays shall be of the ladder type construction for use on horizontal and vertical runs. 3.2 Straient Runs shall be supplied in 12 ft sections with manaf act uring tolerances of 13/16 in. on overall length. 3.3 Risers and Ilbcws shall be supplied with radii and degrees of arcs as specified in the schedule of requirements 5which are part of this specification. 3.4 Widths shall be as specified in the schedule of requirements wnich 'are part of this specification with manu:acturing tolerances of 21/4 in. on the overall width. 3.5 Inside Derth shall be 3.25 in. with a manufacturing ... tolerance.cf t3/S in. cn overall inside depth. 3.6 outside Decth shall be 4 1/2 in. 3.7 Runes shall be f abricated f rem 0.058 in.

aluminum, or fes

- 0. 04 9 in.

steel, and shall be of 1 in. CD tubular construction

,7\\ with a 7/8 in. flat located on thq cable bearing face. \\ 3.8 Fittines shall be of a radius corresponding to that m_. - shown in the Schedule cf Requirements which are part of tnis _ ; s specification. 3.9 Side Rails shall be of 0.080 in. aluminum and 16 gauge steel'cnannel section. Each side rail shall be furnished with not less than two round bolt holes for splice plate attachment to an adjoining cable tray. ~ 3.10 Nuts, bolts, washers, etc., for the trays shall be steel hot dipped galvani=ed steel in accordance with ASTM A153-61 and snall be of the Phillips

head, surrated shank bolt with an integral nut and lock washer arrangement.

3.11 Solice Plates shall be supplied at one end of each length of tray or fitting and sha11' include all necessary hot ~ dipped galvanized bolts, washers and nuts for a good mechanical and electrical connection to the adjoining cable tray. The splice plate shall be furnished with not less than four bolt holes f or attachment to ad joining cable trays. An m.wam...' 4 -

  • *O
  • 1 J.O.No. 11700 3.

BVS-382 b f '.t. connections shall have a resistance not exceeding 0.00033 chm between sections after a:semcly. Note: - Drive pins,..and_ rivets, are an unacceptable ' method of cable tray attachments. j i 3.12 Covers for trays and fittings shall be as specified in the senedule. of requirements which are part of this 4 specification. Material for all covers shall be the same as the l associate 6 tray or fitting. Straight run ventilated covers shall be of the hat type i i .e' construction witn 1 in. diam holes spaced at 3 in. centers in a i 1 1/2 1/ 8 in. nigh side wall. Fitting ventila ted covers shall be of the flat raised sides type, witn spacers of sufficient height tc permit the cover j to overlap the top of the hat typa ventilated covers by no less then 1/2 in. 1 I All covers shall be supplied with held dcwn clips, or clanps, suited to the asscciated tray and cover. { 3.13 surf ace finish of the inside trough area shall present no sharp edges, burrs er projections which could damaga the cable [ insulation. 3.14 Workmanship shall be of the highest accepted standards ~ of the electrical and sheet retal manufacturing trades. s 3.15 Insoection and Ouality Centrol shall be met by the t manuf acturer at all times, and shall con,f erm,to the requirements of the attacned " Inspection Reportu Form No. 5040.21A (QCD 101 EY l 9 /7 0), and " Quality Assurance" Fcrm Nc. SN1004-6.69 which form part,of tnis specification. The supplier will be subject to inspection, and approval, of the cable trays by the purchaser, or his representative, at any reasonable time during manufacture ) 1 prior to the final shipment to the jcb site.: 4. MINIMUM DESIGN REQUIREMENTS 4.1 Materials J 4.1a steel _travs shall be manufactured from 16 gage J carbon s teel sneet meeting the minimum rechanical properties of { AISI No. C-1008 " Standard Steels" specification. 4.1b Aluminum travs shall be manufactured frcm 0.080 in. aluminum alloy sneet meeting the minimum mechanical propertice of the Aluminum Associa tion spec :: cation " Aluminum A11cvs for Use [' f or Caole Trays". ~ E

4. 0.1;o. 11700 4

BVS-382- /%., t .i~ g3 4.2 Finish Steet trays shall receive a het-dip galvanized trea tment .atter manu acture whien will meet tne minimum requirements of tne ASTM Specification No.

A386,

" Bot-Dipped Zinc coating on-Assembled Steci Products." Steel covers shall be mill galvanized to A525. . ~ >

  • 4.3 Leading 1

4.3a general The computed loading capacity for 'all trays shall be 50 lb per linear foct uniformly. distributed,Trith an allewable l l safety factor of 1.65 based on the ncrinal yield

point, or. 2.0 based on o

~ tne minimum ultimate strength, s'icnever is the;1 esser [ tne two f or the applicable material. \\ 4.2b Deflection gteel travs shall not have a' midspan deflection in excess of 0. 7 0 in, for the specified loading. Aluminum trays shall not have a midspan deflection in -,s)_. e.: cess of 1.40 in. for hhe specified loading. p (. ' 5. PURC*iASER 8 S REOUIRO* ENTS a. Type tray Ladder-b. Type cover Solid C vented solid, and vented l hat type p) c. Material ( A2uminum.S steel (as specified) d. Finish Hot. dipped;galv. on steel trays 1 e. Rung spacing, in. 6 in. f. Minimum inside radius of fittings in. 2 4 in. C' 3 6 in. 3 as specified j g. Standard lengths of straight sections 12 ft. i 1 ,.- s I t-- I _.. - _., _ ~..~ - - - ~~ ~-- - *- --- .N i F

c ~ J.o.vo.'11700- '5. SVS-Jo2 3 .rs' * - -\\ 6. I NFO R f'JiTI C.' TO EE SUPPLIED EY EICCER i la I -./ a steeli Altminum Phi 11ps head, j surrated shank a. Type bolts used for splice plates throat and integral (nut and bcit, cap screw, cther) tocth Acck nuts b. Number of bolts used per splice plate 4 '4 c. Typi ca.1 cross section drawing cf tray ~. d. Typical cross section drawing cf rung e. Method for. fastening-rung to side rail cold ccid .l (welded, expanded, otner) swaged swaged p f. . Deflection f or leading condicion J specified, actual test in. 0.569" 1.110" l g. Weight of complete tray fer folicwing vidths, Ib per lin ft 6 in. 3.55 1.45 [A[ 12 in. 4.10 L 65 ' -) 18 in. 4.65 1.85 24 in. -5.20 2.05 30 in. 5.75 2.25 h. Recommended procedure for fitting 1 odd lengths of tray power or hack saw d 1. Min mum recommended spacing between triple pulley = 8" trays to permit use of bidder's cable pulling equipment, in. single roll = 4" j. Usable inside depth of tray, in 3 1/4 3 1/4 k,, overall depth of tray, in. 4 1/2 4 1/2 i l l i-e ~ t s M P?? .gg l =_ w

00D 101 :'i o/70 BVS 3E2 INCPECTION F.EPORT CABI.E TRAT ^ STONE & WESSTER ENGINEERING CORPORATION ,// O FINM AcPOR7 1 'l . e 7 pip acnomy no SHOP CUALITY CONTROL sutet or be, Dueueene "sicht C ; :c.ny l'**il7co l"**- Beaver Valley ?cwer Station - Uni

'c. 1 l ** " " "*

l " ' ' ...,u, i ... ~. ' Steel and Aluminum Ventilated Cable Trays l**** .j. . -o... va......:, soms .s... i....,;...

to l

.ico i ^ * - - - - ~ a u ra oj D ATE ftECCRD SENT g H INSPECTION AND .e .o=== o 8Y C^75 o DOCUMENT RECCRD F C. ee$os oy =!!.e ep es e- ,_ i s ue---.:. e_-_-a.- = 1 l 1 t i i i r c..... a.-4,..,, 6 - I >; i i i e..._... .a,2. 4.., i i 4 en.. ..,.r.._.e r._y...e p c. l i I i i .s s d.,-

-..,a....

I y 1 7 i e i I T.,,1 %. e -- ea ' = - - p..g l., j ?! t -l l I e 7. wain-id's ' - 1 i i i I I e n -- t r e.. 4.. I x l p i rm n- .....a .:, g t.,., ! x ip i t f p v#,,,,.: 4 - -

r.. r, a s a.. 4 -

i l 4 1 i t l l'g?3 'l ee ',Ie..e*lJ#Jee 4. e l l 4 l l l 1 i i i 1 6 i a e, i. 4.4....a.+ n_ l l l t

  • a

( r, et. _ : r.a i (n) y i +7 l I i irT .,a a +_ (.-_, --a (.) I yr i t i i 3 i c [ r.... ~ n e. t.-~_, m-\\ (., ) t l 17 l l l nI., . t 1--, _ t c.: i ( 3 i t,, i i i i A' I i i i i / Vi e d 7- -- 6 0- d -- (b) I y i ! I i I 4 ~ ,D n' - eM S -_ I /*k r *% (e) I x ! I i 1 ( l si i i i i l I az I i i i i 23 i I I l l i i I i 1 Et I l l 1 i I LIST ALL PCYtATIONS FR:bi 585:IriCATQ4 Cn OnAWirdC$. N Aut C r Er4CINEER C PviNC.J8

  • ROV AL AND CATE.
  • . 5 Netes:

(n) Copies er cesip test repcrts cra accept: ole. (b) For ve '---- ' d p, pocr vcad:, bu rs and :. harp c.;;es. E (c) Ireludir_3 locatien ef ci:e rail splice holes. Check to be made en randc: M sc1cetien of at icest 0 pieces. (d) Referenec stand:rd: are: ND'A-vel-1965, ACM.!,3E6 67, ACM-l.90 69 A ' Wit:.:ess or check by: I ~n:pecter; E.-Engineer; N-Not to to vitne::cd. k 'E Is f Sd. h

t. I 0.g)l= I h h) 1 l

l

/ ~~~ _STCtm & Vr?.STFt 9?G~N:-*.2. MG C00.?O*?TTN s ^ %./ 9,g v i_~_ r.n..e..e.'."._C r .e NUCLP'". F s".a"" ' v~ ~.r.."..r o.1. ~ ". ~..~..~ _- ~ ~.', f i D U. ".,' '.'". "~. S w i l l l INTRODUC7! C l i ls ' Quality 1.ccu nnee ree.uire:esto in this specifics. tics exceed those l 1 . nom.gily acesps:ble fcr most work. '~he:crer these recuirc ents are at { variance Uith cthcr statc ents in the specificatic0s tho cre s~.ringent l requirements vill cupersece end govern. ACCTSS 70:. IMSFICT~C3 The Seller chall affo-d the St::e & 'n'ebetor i:spseter full coopern-tien c d necess to recirds and to the shop fer inspecting equip:ent during c fabrication e:d testirg. "he inspector vill, if specified, in QCL-101: I X:ke a =te-ir.1 records check, i: 1udd:g the che:ical i I r d phytie:1 test reperts. Check for Ccds e :pli=ce, includi=g e.11 referenced Codes n=d specificctic s. ( ( Reviev the histe:/ cf the equip:.ent dring fabricatie: r.:d the remedy fer c:7 discove::d ficvs in =aterials er constructics. Check velding procedures and vit:ess velding cperaticas. Underts.ko =111 inspectie: of tubs sterial, if any. '"he 1' Seller ch:11 arr=go vith his tube cupplier fer such inspoe-s tion, i cluding notification to Stese & k'obster of readiness for inspectics. Witness of final asse:bly of the equip.snt. l Vitress tho :c.=i:g test of overy item of equip ect. 4 Witness the perfor=.tnce test en e:e itcs of ecch type of equip: cst. l Vitness preparatics for shipment. PROCD*JF2.5 The manufceturer sh:3.1 :she readily avail ble to tho 0,::er's cuthori:cd represent:tives the vritten p.~::cdures of its Oun11t,1.::ur=co Proctr". c:d c record cf tho in:vocticas nn tos : ::sde duri:g ::>.nufacturc cf the ito.c covereu by tbtn specification, as e-idenco of conferr.=:o vith l spoeifir.ed quality st.cadarde. s ~ fN10Ci-6. M

1 4 y-i 1 'N 2. -I J s -,co w C. .a--..,.,... D .,.S :.~..., S ra ~ -.. .u.. The attsched Fo : CC--101, when chocked by the endneer, identifice test er.d inspect:ca docu:::ta test chC1 be prope. red t.r.d hept f;r por : cat record. Criticci re :rds, i :1uding cht.1::.1 ed phy ie:1 test data, Codo ec:plin:ce ced cther certificatics rap;ri,0, and rr.diogr:phs* eheuld to tu ;od . over to the Stonc &.'ebster inspector for trr.n:for to *he D.! cr for cr.fe-keeping for the duratica er the lifo cf the plant. This reccrd-koepi 618 t-requirc=ent of the United St.ctes Atc:1c Energy Ccr.riscien. r.v..b w....n.n. m.. ue eCe-, ~.a.r.,.s..... :..~...:.~._~_~,~_-.e,.-, e.. _..:.. L.. - -v. c... v E.a Lev. es a s- ...u The Seller s"" ct:.te, in v.-iting, te the hrchaser, at the ec - clusic: er his deci;;:, precure:ent, and e:r.noccing phase and prier to ship:ent, the.t r.11 refere::cd specificct!.ca::, Ocdes, cad prceedures have y been ec: plied with, t.c the best of hi: ):::viedge ar.d belief. The Seller shall obtci sir 1r.: = 19::

  • ,s fre: his suesupplicts, se required, All state: cats of e :pliance sh..11 be notari ed.

This infc:-.stics is recuired by the plcat O'rer in order' to ce fe:: to the require:ents cf the Di,-i:i;; of Oc pliance, U, S. At;:ic Escrgy Cc :1:sien. i \\ J l se Where the Seller is required under the ASE Deiler and 1 Unfired Pres:uro Voocol Coco to retain radiogr phs in hie own file, he tr.ay do r,o. he shc11 000 dosi,roy theco radiog phs et tho orpiratien of tha rotontion period l or if he closes hir. b inoco, but chs11 forv.srd the rcdiegrr.phn to the pins; 0.ncr. 3 1 -sb-Ei1004-6. 60 m__ - _. _ _d

a ,.r t" 3EAVER V ALLF.v SPECI'FIC ATICM ATTAC!NEUT NO. 6 ] September 253 1068 -u/ J. O.No. 11700 Revised December 7, 1970 1 e 1 e w o n ". ? r ". i - T *' T 'P "O. 1 e"* o 3 s '. 4' L.. p-,1 0. 'b.i 'V.~. L L :,,'1'

  • * * * ~

w.

      • 1-T S ~w ".. ". n. :.'~C ~ c. ' ' ; ~.o D~T "., ' ". ~ o c

1 The necessity for equipment defined in this specification to l vithstand an Operating 2::is Earthquake and Design Essis Earthquake is a requirement prescribed by regulatory agencies I The vendor having jurisdic tien ever this nuclear project. shall confir=, in riting, and shall submit calculations for { Stone & Webster accroval thich support his statement that the f equipment furnishhh undar this specification tects the recuire-cents for the Operating Basis Eartnouake and Design Sasis l Earthcuake listed below. Tne vendor shall, as a part of his report, provide natural frequency data 3 determined by either analysis or test. The vendor shall perfor: a static analysis, a dynamic analysis, or a test to de:.;cnstrate th:t the equip ent = sets the seistic j requirements. The "g" f actors recuired for a static analysis or a test are given below. If a dyncaic antlysis is to be be submitted to perfor cd, the calculational techniques =ust ~ and apprcved by the Engineers. The Engineers vill make i available a tabulation of "g" factors as a function of equipment l, natural frequency. If a test is to be performed, the test l (1 n/ procedures must be sub=1tted to and approved by the Engineers. j The guidelines under item 4 or 5 should be used for preparing j j the dynamic ant' ysis calculational techniques or the test l l procedure s, re,se c tively. 1 The equip ent shall be designed for all m ) 1. a. nor:a1 operating loads acting simultaneously with both horizontal and vertical Operating i Basis seismic loading. The horizontal and l ver tical seis=ic loadings, re spectively, are : gg = 'O. 8 1.0 gp = The hori:Ont:1 and vertical seistic loads shall be added directly considering a single horizontal e direction earthtuske to act concurrently with the vertical direction carthqud.c. One or more direction: of horizontal earthenake sh:11 be ecn:1dcr'ed en a "most severe ense'i 1 basis. The stress levela enn11 not exened the the 2nxd~"" etress lovcis permitted under all ,s g l l 9 8 9

l \\ i l i l p 2 i { applicable codes. If no existing ceder are applicable, the stress levels under the ateve combined Icading shall not exceed 90 percent of the =1.ti=un yield strength per the ASTM specification for the material. b. The equipment shall be designed to withstand the co=bined effects of all ner=al operating loads actin; si=ultaneously with Dc:ign Easis seistic loads without loss of function or ~ structural inte;rity. Tno horizoncal and ~ verticci seis=ic 10adings, respectively, are: ) g3 * '2 .gg = 1A The horizontal and vertical seis=ic loads shall i l be added directly considering a single horincntal direction ear thcuake to act concurrently with the l Vertical direction ear thquake. One or more directions of horizontal earthquake shall be considered en a g "g ," cost severe case" basis. The stress levels due l to these co=bined loading conditions shall not i exceed 90 percent of the mini:un yield strength j p'er the ASTM specification for the ma.terial, j .2. (When applicable) the equipment shall be qualified in l the mode. The analysis shall confirm that l the resulting deflections shall not cause damage to the equipment to the detriment of its capability to l function as specified elsewhere, ? 3 3 If the vendor can show that his equi pment (including ) critical ccaponents) has a base natural frequency j abbve a value of eps, the fac tors g,, g2' 8 3 1 3 and gy =ay be changed to the following: ~ 0.20 0.30 gy= g3 = l \\ l = 0.25 0.40 g2 g4 = l '.. ~ l ~ 4. GUIDELINES FOR DYNAMIC A"ALYSIS 1 \\ 1 The first step in a dynamic analysis is to formulate I a suitable mathematical model uhich ropresents adequately the behavior of the equip =ent. Although ggj a si=ple set of instructions for the dynamic analyri:

  • g oqualc accc2 cration due to gravity l

l

O M SM

6 3 o t, - '~ J of equiptent iters vould not be generally applicabic, so:e of the stop-by-step considerations which =1ght be.used to define an acceptable model are as follows: ~ a. The areas Of the equipment which night be critical should be identified. b. Assu ptiens necessary to generate a tractable model. c. An examination of the weights and significance of f various equiptent c0 ponents. I d. The extent to which the preposed : ass breakdown permits deter =instion of stresses or deflections in the previously defined crit'ical areas. The characteristics Of the supports and/or attach-e. =ents to be included in the model. j f. The properties of cennecting members between masses necessary to approximate the. s truc tural stiffness of the syster. i g. The decision to include an cle ent o'f the ec,uip-QL_ ment as a separate mass point =2y depend on the natural frequency of the element. Estimates of the natural frequencies of the elements which are large enough to affect the response of the system should be deter =ined prior to ltmping the ele:ent stiffness and mass. i rx Once the =athe:atical model fer the 'ecuitment. t2. I established. natural frequencies, ode' shabesl and' participation factors can be readily calculated. ' The a=plified response spectrum for tha appropriate equip-cent damping level and elevation of the support is used as input to calculate the seis=ic accelerations at the cass points identified in the codel. The seismic equivalent sta tic forces are obtained by multiplying i the lumped masses of the redel by tha calculated seis=ic accelerations. With the deter ination of the equivalent static forces, menbar stresses are deter =ined

  • in a manner similar to that used for sta tic analysis.

5 GUIDELI 25 FOR.VIERATION TIST!nc I It is difficult to cover all the tes t..g possibilities 'g or procedures rhich ny be appropriate for qualifying equiptent by vibrntion testing. Inc vender is encouraged s 1 l e 0 e i

i f^ [h ~ U 4' /=%a ytl ; to' proposo -test procedures or existing dataivhich' comply uith the cpocificatie.n requirements for review ,j and approval. Tho1fc11oving items are-mini =um requirements: (1)- The equip:.:'.nt sh:11 bc testsd whi3 e either ] i ) a.- Functioning. e b.- Not functfuning. I' ,._ c. Both 1 1 The specification should indicat'e which ene! j of the conditions, a., i b. 3 or 'c., is applicable? q and the vibration tes ts should comply.. 1 i 1 (2) The ec.uipront should be counted. as closely as possible to the in-service orientation in a machine of suitable. capacity. .-l (3) 'A frecuency scan (standard logarithmic sweep) at a constant acceleration of "g" shall be performad for as muchscf ths range between 2 and 200 cycles por second as practicable. a , 7~' The objective of.this: test is to determine the-a ( natural frequencies and amplificatica factors-1 -s>' of the tested' equipment.cnd its critical compenants er appurtenances. Tne acceleration constants to be us'ad would be-g3 and gy. The horizontal direction "g" value shall be applied in. tvo perpendicular axes orientedJ to consider equipment orienta tion 1and worst case.re sults. Alternatives to sine wave forcing,.such as " sine beat" or randem excitation, _ may also be - considered. (4) A "Dvell Test" of the component. This would-include as a minimum, a. test of fro =.1 to' 15 minutes duration at the frequency and input for thich the maxitn.mL couponent response was. noted in (3). !. additionally, L other frequencies vould be selected if (c) they are deemedisevere - amplification. factor equal or greater than '2.0, .,-c' and-(b) t'ao-frequencyL cf the' response lis sufficiently v.7 moved from' thc major peak such that it enn be. regarded, as.discre te, i.e., the 1 new-frequency falls outside of the band of +50 percent ofthcloldfrequency. e 6

____i__.___E___E__.___._______I___

n 4gs h) i ~ I - I s 1 1 .l 4 j .3 s. , a...,....... _. 4 .3..,,.. w. .... ~ .,v.. _...,.,.,..s., s n 9,. / .c

e..- *. 3.

f.11 trap ;:o seppo:cted c:': tens crc to ha *T;r:d 5 {'. it. S d o 1.

s...

.-......c.... 1 .. x. , B, #.. o, o &.o. _.e.. _ c.., s c 7.Q >r i; P : 1 S'he c ce ;t, ion to this uculd ha at 70: 3 c.nd teos. j j

e. i.

thich tc'. dr.sto vithin 8 ft of the citov cr tea. - 4 , r,. +1 '. l, P.1::id er.cduit ie not to be att,ched to floriblo r.n but c:y. 1 .o = j ' s'. 2. -+ - be t.ttached to trev ahich cre sne acrted by chr.chotn to th'L 7j { p. {l V ]

I vall cr' ceilin
;. -

l[' 4 trey.

3. Escm cir. ps cra nct ree-end:d for use in cupporti

~ i / systc=s c: their 'dosi;;n is pri :rily for vertical.icedy y I hcvever, where they have beca used, t :% voldlati to.t'co. s f The tech veld f.3 net a-j } structur:1 : pport is 'ecquired. I It chould he a -M:.:s sino..of 2 structurt.1 strength veld. h I. Visuni intpcetics is required to .i 1 J/3 in, by 1 4.. that the veld decc not ersek cfter ecelina. If j ensuro l 3 j j cecur, preheat 1=g of tbo t=.terir*4. 911'!. to cracking det: f.3 OltOrr.ative tc

  • 'a'a'd** cf ths cCr.h C17!'). '

] DOCCO3Ory. \\ C.1 ::.;:;*.'74r CD O. 0. "'.C > Jf 9 ..~) CC".*.ld DB 3 top"M' Cf th2 Ot:00tu:i:1 Gt: 1 e. am ?. s

  • u' a3.

.,.s. r t.D,3 .e *... O.r..

s..

a. . Ds. L'3... ~ >.,, e ~. I .....w .I ~- . a. i. ? ~~f ) L l l. 1 '1 1 J

1 i

1 t

i i ' ,.tg 4.'. ay i l ~ .) I i t = 4 l, .s + g ..o,........L........,.,...,.....,.,s.:....., J .',....e....; cuch to piring cr 6 :t '.:::. :.. ' ^- 1: :* 1.1. ha I 6. I?a e.tir.sec'un cicac:its fci,Fto the cable sys:c= cht.: s.. i ', - -cttached to 1:ho tr c a. .',./ I j*,.. The :prinr, cnd nut cupport is the opr.n eict:::t :h=r.id be c I l!' .7 t .

  • 4--u: of 6 in. from the cpen edge cf the uni:trut che.=01.

f i . ? },'. i 4 .i ,i.. (- f.n citer.intive would be to cap c.r bicch the end ef tho &-rC i s ?. r :,n to picVant E potenti&1 lat[3;al -CM:;0,ye failt?O. q g e. 1 n.- a., G94' "' ~ f jeeagm E ~ 44 i. ies z ~. W., b a .4~ t n:.L ro es 9 ..j f,.,,a/ n O v.' ) s. l'. t e O. py ,s s

g[. s.; e.> 1 i i t ) .a l \\ .;& to % : : g...; L'ra.. :, 1:.1 a.:.4 in a'..:: 2:::.<= ::a.n.cc 1; e-o c la., p...- _~.. 3. ~. ~.,.. g....'..' e-( .,....,., t,.. ....... d ':- *q e* ....c.... e .y g 13 consc=v tive. .I.:.ct.=v,::, it. :.21.vnized ~

-6 A-3; L c'3 is wry 1

5: P 4 c scistency vith the etha gep decip:c, 1~s pri=:.ry sce. g:e cc:17 is } '.f, en a= a ec:011cated dync=ic. cnclysis ' [.C' c?cid 'l indetcenin te tystes v th nu::=rous ficer to ceiling suppc:t=, p I TG. webs required t the tco j f] i :ar ccnnecticas. s,eparations ~ t:37 ,ji sectic=s caly. .[ J. ,6 = l .ij. all arcas whc:c physical sapt ratic a of enble t:n'- ' 1: 3 In 5:nc :1, '.t h.. erist s,hould be noted ca the c=gincaring d:cuings. f j s of the teiay room en the sec:nd ficia vicit ucter=incd i i A review '1 it uns tec that the hanging height of the rods to the support po n s 0: C,cncoquently, the entiro t y l be concidered fic::ible. 1 a chcrt to b_ raced is the hori catal .j system is that room is to be =igidly l< planc v. s-I '. l a j.1 a ,,1 3 - cyste== vere vi:nsny c:::=ined c:G e F.hc re-' " - N-of tho t7 i

==3 Ch= t

  • '2:3
  • C2=0*

5 i 7 v.tv $ r.:a '.hu :cd c~..c=t3 -==c 1 h ) / e b -e+ O% .e.Wm.

i is. l f. 6 I 4 s. J \\ i \\ s 1 I k. h . ~ ~ ~ ?; (.*

  • /

... ~ .* ~ f'. .~. ' ~ i .*** "~* = *

  • S J C.* ;,. s '..:'e l

,.~..-, *;. e a ~. ....,,..,,.,.,..,,......:..,*f.. - - -..e. .m....a.. .a t .,,.. ~ .t., s ( g 9 m

    • I s'y.

6 .= e s m 9 8 e s t p-I g ( e 6 e .g ^ e' e, g, =, n:terts l u h $U .t e t q h 9 4 e N.> of N. ' e 1. O S g E 4 9 ea0% ~. ) tJ ' i a I i 1 ] e. e i 8 ,6 e a p a 1 ) li J.. 1 }1: 1 p ) = e i 4 Q + i t t 4 6 e e .$ I i e

  • e e

6' J 5 t 4 .c 41 ) .8 / I i i t g O -) 1. q i S t

l I J l f&- 1 (.,'! ~ 3 i J l l 1 l ~ .,...........? ..u... r.. s ., a.... <. a o 9 .? w. i I ) ~. ~ r I.~.. <,. w.. .a .. ~ .. ' ~.... l 3-CO G'.nc:::1 Fila: 't? J' ,. TOs n:-5 ::icscy* s. g; I.: cr-' ~ ctics of the ceic=.ie adequacy of.the PIC.Y cabic t:ty:: 0.', i has b.een I.2de. The result: of that study are as fol.lcw: 23 f,,... Vm 'Y 1 jio have info =cd the AEC of the ty-x of de ig. c:cd to ensure 14 t I-l { c,cis=ic ndequacy of the tray system (refer:nce supple =ent 5 23 i l 4 (~ j r,esponce to questics 12.7). ' Ehe design sc:cr:117 fc11cwo t'us. 27 4 1 l "We:hing C,reup. Rep;rt for. Occign cc:1 D .l suggestions of 4, t j Insta11atics of Wire and cabla Systers _in I~:nfer Ocr. :e. ting 20 i <m v t i i stations." ./ ~ l ,4 ) J f, lho a=plified rc: pense spectra for the reacter build.2.=g and tho 30

i ij(

,t,urbine building ec= sic = vere ex =.ined cad th:ca ::=ces of design. 22 i e 33 i. ,f_rcquenep.s were established, they warm 6 g. r ^ 35 .1 1-1. nigid ree.go - g:cctor tha= 20 r.: l T i. a: 1 L 4m e k ,s ^ ^ ___.1_._

.sy .l r 1 i,C M \\ w >> 1 ~l (,,'. i l ~. -l l i 'l l u .- \\ l l t . ::_hle r, t.w a - lu:: h. 3 2: .] ' ~.2 .: 0 aa c=p= :lo ::::le=tica Cer..th: rigid :: p.7:o.l0 g.ct0 0 : .{ rt::::st .r = g 3 1.7 g. .Th petec accch::::ica ' v.

3-

' ' u? O 1 3 9..? ' cc.:t:;'atively determined by u ing the O perec:t rcepenso epsc== i o at cicratics 239 ft-6 in. j,the refueling ficor) is the.rc:200-- 47 i 1 3 . M.t e: Cn f = h 30 percent yplification to account ic: s 4

[

building with a i '.1 d es c" =cepense.,y,,a fic::ibic : = go.respesso is pri:::rily '4.9J l ,4 h \\ j i.1: ) coneczned with the geflecticas of. the support cyr. ten. O.c + S T : \\ m l s '}) Incxi=:s deficction has been ec=puted to be Ices than 3 1/2 in.. 1 1 i ( .J N 1 f3

4 tras made to the Mainc Yanhoe Ate ic Sito to invectigata

.A vicit the c: k. tray 54 the f_:cquency and. d= ping characteristics of l .f l, syst=:. A repo:-t on those ottdies-will ha i ted chcrtly, 55 I / t-' 3hc }jowever, to ce=plete coi::putations. on the PASE tray cycta=s, ', [ preliminary resulta of the report vero n=ed in the 1.alynic, s,, pacifically the da= ming value of 'S percent for the C2 a.ud. CO a 1 s C?. l j j C percent f,,c the D20. ) ? a f C' j 9t0 viGit: Were Ocda to the THdCU jch Eito t310703tiUOD3 C.hG i l' ] instanstica p,recci.ures far ':he -kla t. =ys. L.t tho tirs of ths 6.'. s ]

  1. * "* t' *ticit no pred **" had becs c=do fc ' aWi.c {0:193 Cf 12:3 C ^a' i

"3

~a c.

.3 l

e. :::.n. a e:s= = can ef. :=.:::: n, nn.

..m

t. :: :.

m.: i u g o 1.. .. I r:. i 1 !.i .1 J.. m

i I a .c., j hp j i .I ) l .L )

:.: r.;

1: l M. tc.- e - 2 .J ce;-... :n of.. 0 .._2

.u

..;. rr.3 ;.. a p.i. -7D 3 1/3 in. v: = c:.;b : L.h:.6 n di.:c:.::.c2 0: c. .; :T:: c:.4 a g"? ~.ct Z.cl.tica 71.. ta nr.'r.a1 cop:::Aica. F.,h2 s.:pping of tha tre.y i 72 -l 1 c' *ar.:ta fem 1'12ribic to ricid.t :y cy: tens cad ct taas nn: . s. cint 70. in the flexible cycte:n avoids the nocessity of a cc= plots dyn:2ic: i 74. i giping cyst ~- dyna::.ic ancay:i: of the system (ci=ilar to a l mode vibraticas of the t :y 75 analysis) censiCaring the higher j, 75 which hicher stressoc could develco at any hard ecint J .s, rycten in l (, (i.e.,.;t any ec.necticas between ths fle::ible and rigid. =upport. 77 / ( trcasitica sect.icnc (i.o, tees and cibcw secticas). , o l ~'i gyts te.ms) er 1/2 in. deficctics in the 70 I,t should be ree:p.ized that tha 3 .i 03 this deficction could caly ) theoretical ns::in=. In actuality G1 occur in a 1cng run of tray frcre the end support ccaditienc have - 5 little offect. The '. cables within 'the tr:ys,. will have c 03 ~ transitien pel.nts,03 4 i tha deflections near j 3j significant effect on bulk and stiffs.csc will inhibit e.r.cessivp>j covencat 'l 1 i e cince their U.ildes @ 05 j j ' a objective of relieving a stecuc 1: l 4 however, the pri=ary 03 l tho tray rail is acecepliched. i.l, ao, it chould ha not.1 that cny b"? thu 'C7 i j, Ccncarn over pcCnible c?.tting of the cablo at those gr.p: l t: 00 i t 3l-trays is unjust >2 icd sines tha _accolorstics of tho f l edge' of the

1

.m [ ), d t::7 cyctca chould net ~~a.0G g =t er.c herte. e g 4 +, .g. e - +. - - - -..... f

r- - - ~ - ? .I Ii. I Y. q j

  • f d

.\\ i /,. l .i f i y './,. ' 1 ( 6 1 c. I y _ ..o w 1I 9 i f I 1 i. 1 e I i b. .v g i. -e. 6 e s. a e ,s 3 3 / i i .e r,...,.. e.e . w e 4 s s. I.,. .....u e. ....e.=t s..G W 4.m... 4.s rg, r. J... ~+ - I,.*4.e.e. w.. % y**' e I sa. \\. s.., ~. a, ...i, .s..,. a ..,.o> t t-i. c 7 .=- Q,. .,...- _3 e. .* ?. q.:- 3.:..,.. 3. _....

  • a.

a -. o..,..e 4.~. s -.s .t-t p ] ..s.o - m.. u. u.

c..,1t.,.,.a a n.:. r. ~...

.J.,,n c _...: ,s.<.. ~ e..., a. < r. ~~ a t a i. c. i \\ i~ .Cn1 13 in C';.11, coccc::ence thc:10:. ( i, N-1 1 Plasco consider t'lls cs en: :'c.. ' c?;;cval to c--ee fa'arication of the c:ble t::.; s t d c::::s in l... 1 l c:cc f,nco vith P.O.To. F.T-305 dated *T.t r.::7 9, ic71, .-o .,7 -,r o j v, T c 1 ] s Lr

c..

c,.,.- . m... e, m. v m. u... , m % ,n,,, 1 f C':D-?:52D SSCfbj$. ,pn

q. p* 3 yj g;

} ,r ,t u. s. ,f O= v.3 W .,,...g

    • y s. ;... r ce

} { ;

  • g gf, k 4"A P 10 g

I,i.- - - .,y e

  • N'*

.s ee...eas.

  • k,9 '*

,/f, 8 '). W 4 h

4>

e.-.-_ _ g.noen.-- ,,,,,ee.., go, i.. .g e e. .im a

  • MD '

'--48'88.***".. 4 . d j t .] h_

f t

n. g

,,q !..D. ;f a I 4 i .i 4 i il 'l I

1 I

1 i ,.. r..; J nn -i:1 0: r;.... t j i ._ :.. ;CS: C'. : ~ ..u e-I p. .L,. v... Sp< cification *."i'3-2 02, P.cy, 01, d.,ted ] Cypruc Ordcr G32323 -i j LETTER 0T CO:'?LIAllCE l .i -w f I hereby. certify to the best of my knowledge end bcIldt '1 ^ s '( refaranced specifications, cedes, and precedu ac r; n..:....: l s. ' to this project, applying to all'The ceuip=ent c: c;c h - I I the captiened purchase order and specifiestion have I.;.r :n fully cc plied with. 1 A i 1 r ; hy t e.uc. > =1 ax2 i" 1 # C-T 4 jf, $; h;./y ' {k m,.,., - l ? l d. cr /* II U 'OA A. G. Eshbach i Quality Accur:nca 20:..::*er .l i i AGE /cir Sworn to and subscribed before =c /f. day.of 1 W, 1975. m g _, i this s m [.* g I l b> ,j ,/g.....y.., ~::w /. 4 g y,,, = 4,...**"***,,,. isotary s'uJ1.:.C. sj a' l

  • lQh. h,.

%a, ws \\. o [: 3" I 1 I4'o*[*C

  • 1
  1. wt hew. h ther.ca.Pa ra r*i 4 Ccm osues f m:m ILr 2.I m 1

C .. y% *. \\ l . lf. 4'p,.. z : Q

'u" r ;.

\\' $. *,L T ssA! .} 1 ',a. '*.e i a

    • f e

f .3 1

[ i j i -.c. I (s :,a j- .t 1 J i .n..... i ) ...... a i. . s ...s. .....mOs.u ] Cc :C 1- ::: l j This is b c::-ufy th: tu : '.tc;f 1 ch:r. n 'cS / wet pt e.:*=..i

ecrd.:.; to c;.ccinc00er 23 listi, ct.d t411 ::.t c; 2a
  • n. ::,.. :-

l j b, i

Cr.1311*.rCdn llf.10d:

( ?:'t NS-3/S.16 = 3A 13. Pd"

  • P3 I'Se D""3 hit 3

' T ,f !~ WV 7 900 P s ,t 1. / \\ Y ::: cri.c;- 15798 Q 2 Epee!9-v4cs Pinted to Spec. QQ-Z-325A,be cres,3, T;'50 2' (c7.c Cir.:s 2'). 1 [ !~ i ca ~03c2' (El.nted fe:* T. J. Copo to \\~ j Vclicy Job 11700 ET305, CO # 39707 l t ] J

f.,,

D.i;;cd on J i, f. j ',, . Very iruly yeurs j

i POTTOTOWN Pl.ATD:G WCJ'C, n;0.

i I - i' I r ; 1 l ' =",vs. i .' I s.a. o (t4 W. w 1 i t -.E, 7 9' ( [ l r 3Yf,. CCOM Irvin K. Hauseman 11 UG:!ISD 13III DEC 131971 ~.l. U EQ.10. *1 -r. EMS M Aide 'i . scc S.V E U I __.1 j' Yi 1 9 en] he)r'nb,%h.l..3-

2 '.

8-* i utsen i ~. Di ) ) 02010 071 f O j i P,0. .ma a.., ,t s <a... f***4* **t-t*%;.*a.u C.r..,, ..-j [ 308 _t e gejh. , g,,g pg ggggg M-W WP _ _ ggggy 4 ---- - g,e Me

[ l ;

I.g- -{ , - /: - l (.,. ). 's y'-

,.,., a., '

L....: } .,., g, ; ;....

.,,,. g,.

L3 i:.? ' i......- J' C;J/:} --.. :.~ ~ gr e y %.... r... ,. m.v. n.o..p;9. -.>. s,... ::,, s. 9. < ~ + !! i: herdy c:r:.1:d C:st itprer::t.;tr.e s:mples of th; niumir.um ci!oy thown ah.n-it:: n e Q t.w;: +-- / er.::.:.!:J t..:p:S were proce~.s d n.sve i:een analyi.ed :nd (ound to ec.len i to t. : /.r;.: m:r..et.:::. s ^

!:n 5t:nd:rds for shis alloy and the Ameriesn Society for Testm; Materi:!s Che:nie:! g;ec.:.m... n

't !s (st-th:r certiGed th:t rept;tsentstive.;smples of material produced o'n this crJ:r frnm d.. lista! C. r.;:ve been tested ccer;oing to procedures set forth @y the Amen =n Soesty. f cr '.c'..n .'.'..:r4.a. !J:Qod E.8. nd Federal Spe:ifi= tion FED. STD. !$ l-B and have :ttsined or ex:::.;ed the r.....'.m.:m 3 ( ). - 1 r.c!:anical rrc;>enies for this n!'ay and iemper as specified by the aluminum As:.oc:stion.no by the l Anteri:::n Society for Testing.Wierials. Yield - [~ ^ Tensile Streneth Percent \\ Strength .2% Offset Elon. Conductivity (psi) (ps0 (2"). (51.A.C.S.).' Y, I The minimum v:!ues being: g,. 44, g t. i ActualTest Results are: / DIE NUMBER 1 Sf'{bo 27o000 10eC$ gypyy Y E 22,vco 2a* coa

10. 0 G l q p q t.\\.

wh)b.,L3wy(,i,3 I i* ?YS. CCD2 04e."co 20,Sto 7C.W t L I ss,cco za,oco 20.c5 n n lN U (". n M n * -m : E., u

    • sai E3.13. HO.

i .c.e.v., ~ ~... *., v......~a m.$ --~.~f. ~~ L _i m. g 0 1. " D il r. w. m ya yS i

..,...-.v

.:n e~..,., ~ ' " ' " " ~ " ' ~- o a men 1 s CAM 7H. PROD'/CE Co.TORATiG h kr> n 4C.71.,pd./ .p.o. w i Lt.v :: r., e.. . l. + am. c:r m.u:.. r a

. w.,,

v g a.

i 3 1 l a .p4 l I (; I a a v l l '1 i 3 I 'j .,;-~,..., i c, .. s. >. u. s, .... w,,,, s : :... a... v,. a s o. ;..n :u 4.r.st,: *e )

e. a ex>r S u n ren -,

i P::-- u:.Pn:.t. ..w j l i 1 ) I Cct21 a P.11, J  %, j s t l 2.c. ac=, l 1. 'T Div. Cyprus ::ines Ccrp. .j { l [ ,, Cell:p ville, Ts. 1942G -l t 1 i J e'"aa. f Gentler.c.n ;' ~ \\, This is to cortify that all catorini for C.C. C-- :, 3 Crder O 20587-5, 3 caver Val.t.cy Jwu #.L17c0 - 0 7. ? has bacu Ect Dippsd Calvaniccd in accordr.nca vita p. .i I e 74 31 - 70 65. i ,l J ('t) _t 4 J .] Very truly yours, j k { J.:I C.*.L'iTTfJr*.*~.le 000'.*.i.2 l j .fi h e, < / .9 l5YS CCCE u 3 3 dL. ~ )

  • m b.-.-

1 to. is. no. i. i. rans u,... - v.,. a -o/r= ~P

y. n.l DEC 13 c.m...--

~ ' ' '.-.

  • 1 i

y..,::a 10 ' ;. & ei. n. y i .s t. f. -L a c q 'I, i ,3 2.cc4 DEC10.M-, d11 %.-.s\\ p.o. s/ n i') 33g-u 3 gGNW.... 'n. n. =, m.. - cT0. G....

    • ~

..r.- m.-n. u '- ~~ %., { =,n.. Nr .p ~ .n 988@ tiA4 "Pue,tM*WG. .[ 'g, .a ~ } .. ~ * * ~ * * * - * * * " ~ =-o., e.~.

  • e-..

,w-en m ee e. -.=- m...~ I l .i

1 l i' a .r, .- l -( 4 j i f i i j ) i ... ~. _..... - __. [ \\ .2 ..2..3 s ] .W..n* /.I i i A V> lfi 3 l: w.. ..a ) m ,,,3

3.. %,e... v, / '..,., e..

ee w.,* /, f sa

  • e., s ee.

n> .e A*\\a w.. ( W' n.acr V:'.lley i y ? .7c.b no.117CMtE*J-305 j .= C7 C.~ c.%. /.,.r..*.,.,. ,g.n a..m .ne..( -..a a= ,a c.s.I C C ;.x. a. O e.v.--. m ..ca- ~ r <. .m. s.- a n o,. <m .r m-4 .s ). i ) ). d g 'l: a k,}:. ' l g. I CHE.*Atcht lJt.Wtl5 !~ j

  • 'o i
:3 i

G;4 i M2 i (*:1 4-I'75

  • )ti - i

- '. '7 a ( 1 I f r.u. i 93 : r,et l4:'#. I x42.f u:N. I tux. ! AcN. t uAx. t m 4 ! mar.? urs.6 max.I u w i MA2.I s'.:N. -- M.A::. ' A'ta (. I 1 .5 I i e$' i e i 4 1 3 -l l e i I' 9 I I S I

  • I ta !

j

g. ',

I. t iwI 7 e i tl I 45 ) 9 I t t 1-i '1 i 'l 95 1 3 i i..i 3 i toi r,, i ts .ei4-i,o s,, i. s i ,5 i .e i .t i, l .*; i. au1 4 13 1 13 4 3 1 5 e tal= t is i 4 3 I i t t t9 ! 4 i ?** f* "it i I i l 11 6 I? t a s i 11 l 4* I A I to I?9 i i l l, I 9 8-4 *. d } 'I * ' e I i I tel 1 !st 15 6 25 8 ?J t 4 I t1 I l I .ti 3 'I

  • i i i

i i in fl i

qi i

tel i

  • S I I A1 i S9 3 I I * ' '

3 '? 8 .t i i i i i l i is i ! 3 i 1 i t 4

  • sI t

I I i e i i i I 4-4 9 i e i t H t. t .*,5 tAAX. TOT AL.15 MAX. ALUM:NUM CC'.5T: TUT!$ *!MA!N0!R .v.icri.:.:Jic.1L F.:OP:RT;"5 situ I j inA 2 i t!!M 3 I I;iu 4 l aua i m. t uu, m l mA7. - i sun. - t nu i em .t ) r*,4 \\ r*..... i sa i 4 ~

m. y= fi '

f_---. .N58

  • y c:.

.-..l..., i ..i- . _p b ! '--) Il m is b "M ( 7 5.W.c l V ;i n. n.-.2 l36 i,,,,, g ' '. 4 i l,-.7 1 .,,,g,Ag j i g 4" 1 3-f l. %**.aea.~ra=a a= go..., e., p....,,,,,A, ..:.f s. .is ,1.=6. mee-.#m. e. .a ,... m4,:, ' :.*a= kr ritie Cmoc c:t;w / =, 8.% a. e 4 e.a., p IY<. v,m - [n.,,7.A.:? - ,',/

      • *""*'"**"'ds"**'d'd***"'

/- a ,a s i

'.,.~e m.. < o is n J.

a w 6 , A. . t 4 4 *. " # .~ .c ~ ~ - ~. - -....

y" n t' s 1 1 ..ee eb.1-

  • =e f..

t.,,e e.m. ,,,, m,: .~s.... ee ~ r '? C...t.' 4...s. 3. ) i CL~~7C'.*ER P. O. N f31 " !C:E",TER NO. rers? /.I :.O'.'.*TZ'. ..h *, - 1 I h is h:rrby certified t'ut tr3rn:nt:!he temples of the :hrminum :1: y show ::.b..-Em7.

. -te e

4 y c.z'.'tuJed :.h p s wen proce:24 h:ve been :nsiyzed :nd tour.d :o eeni:::o to t..: /.::m:: r.:...'.m - (' &:n S:::J:rds for this :! oy cr.d the American Society for Ts:hn;.5.! steri:!s Chemi=J 4 :r...I ::w:re.. ( C h b.further certified th:1 reptrant:!lve semples of m:terial pred cd on this c:t:r fr = :.':: i:::d .P h:x bren te:::d :: erdir:; to precedure: set for:h by the Am::f..n '.ie:i:!y f;r T:: tie- :..::rku, ( h detied E3. :nd Federr.1 Sp::ifie tion FED. STD.151 B :nd h:. ::::ined cr er.:::ccd th c:! :x..::: =ct.:.trie:1 pt:per:!:s for this ::by :r.d temper t.s:pecified by th: A!.:mi::.:ra n :::i: don e::d cy tx s / Amer!=n Soci::y for Testin; !.hteri:Js. Yield .-H Ten:!!c Stren;th Tercent l St ength .:G 04Ts:t Ehn. Condue:irity .? (psi) (psi) G*') 51.A.C.S.) k The minimum values bein$. _17,000 10,o00

12. 0% -

j 1 Actu:1Tes Results are: [ D1F. NUM BER f 'i~'e - t _a b t. I. )1-g s stco7 g so, goo s1,400 14.*0$ !.~:/ r e-.., /- srar In w=< n,soo ,,, so o s.aca \\~ 8 -- EQ.10. No. m- -,,. Y3 %.F {=. g ta m .l. 6,.) / h.k w l t '.AJCR ,,[, CIS JU!! 3 1971 k * ".E ~ I 4,_ n m 0.0 C7 C.A.P. l*a 0 ?.~.'. M. * * *.~~.,.CC'? ".,". "".. . sm J.M;-- <J ].:5 < '!t,.L ii:t 1.. A n:~~ T ~ -.e.t y 7e g.? y..~....... .w

==

b

l 1

I i l t ) 4 i 1 7' 1 i [ ) 1 i .j 1 i .e f... .t - t t.. \\ \\ c- .atm m. m.. w a _ - m,... - . c -.r -t.. m.,.: ....,--, L---. -n,, -w.,., - w,....a.. w.- u.;. .ed _. n., -.-.. -. ...,n... .: ~: . :.ws m- .m I r=.c s. n.~.=w t. e..:. :. e <. .. v.: r. e 1 3 f 20.C~0/25.Cgo 17.C00 S% j ) i i y t w tl. 2 =- .a r, t. cperum.e.s esses.eest kr.rws, hivo.ag rey..at imat aa4 iomaamp e T4st ed be wres. a.ad,ea .e ce. e.wim.,me.4 w e.: a w a, m ,a w,om ,.n., a.,, ss 'svasemcza s.uo owo:.n.ro'c:re:.: um 1 n %TH m n7I EAR!I f,5. JO2GENSIN CO. ..,,y er T._.p b. h/s.u~ ~ Q l, ,_ w :. i II/16/ 4 O-0-/MMM-_ t W7 CCath$ M 83PtitP* d

  • Mn NE[ AEI OWIIaJ'WW=H' i

i .)' -..( ......,,,,.4 p \\.,, m -.. f,,.,. t.. eys;c::n s. i 1 . i tv ..... 7.J i .. \\,. : J:. .n. 3. y,- - - --._. - ~ s 4 s: ?.... ~N.* .:. q,. ,.n~ ? ' *.. ' tun 'h U i s, p,,-...: / . w e..,., .h [ ,kf..r" j <~.g I g -.. t n ....,,. n.. t, ; *.~. -.. ..._a v, 'e u . '. 4. 2. ;*.a'..., l 1 e c ~ * .a. .s h, u ._a m p. gr. wf,.i.::.r. ~. - - .g m ... s -.r.J U,d y..... .m C.c.r:mt:. m, 4 - - - ~ - - - - ~ ~ ' ' ~ 1

i V 1 l /l l 2 w,.s w.. -

  • L a

vs C.

  • E t # 1

. ~.. s a.v :n l w.>.;....w t ca:s { 117 4 771 T.J.Ccys C 's"' "& Cdictcf *, Pc=r;Tiria 1740.5 . 7I'p, a 13:':! Er. 0.:.'.E=: icker f B De:r Sir: t'r. 9 [ i ':his is to ecrtify the all =terit.' : hipped en er 1: ci:: \\

vers C02.4,8263 er.d 9143 c;;r.in:t yer ;.:rchase crder y 13721, stil c:r.fc= in all rc:pe=tn to the phy ical r..dcr cht.'.: 1 propertice r.s desed/:cd thereen. And fMether cr.id =ter hr.o been cr.d i= tir.ted in a.::crd::rce tith specifict. tics C*,N.16,

_r { T;7e 1, cl/co 1. \\ \\~, 4 Ec7.ing this.r.ects with 7er.: cyprerel and' locking ferd to ce.rving ycc fr.stener require: ente, I re:. sis, 'j s, e, s I> 7ery t:.:17 7cths, E a w J, SYS. CODE 9,* rJ I.T. Eca.rn f* R N Salea 1:re.aser Ic.10. 80. L p-i

  • ~C~qlGU

$)h-l r#Ms '{ \\ !. W Y i 1 y { 7 1 ( \\ mon r p) 9bCh.EV2) W i 'MM2Clili { / 1 [ 7 d JUN 3 top l'I":7 % % c.-~_r EL Uc2? O '". b i I i i

I y e 1 i i em ; q 1 i ) s 1 u j j 1 a. 4 .:. a .. :....:.:.-;<::.. s >.;.s. e May 10, 1971 s. ~ r s i T J. Cepe i Div. C-rras :iL.co-c.orp. .7 c. C s. Ccil.2sevr L e, Pa.19426 l/ s. i-s Ccstle=en ,1 i .../ l [ O'- d a is to certify that all :.7 terici for 0.0. C072, ^ s } Order #39527, 3eaver Valley Job G11700-0;V-305, h:: hen l 3 Eat Dipped Calvanised in accordt.nce with Spec. 7.57X-7.056 l l \\ very traly yours, 1 i ( PEICI GALV7dC '. 'G CO:."?.CN l 1 Y E /MMW i sys.CCDif ~ 4 l [ Cohn Grecan 6. l N 1 'f ' EG829 E EC. ID. NO-l { redt a 7.-Yi) m MAJw1 I l I. 17 )[v r g., f .6 L 9l' d MINCA 1 __t.,. o_c_A P.O. } .am-i R E C <a.,r u. ;; ~& ^ s 3 i= y.- ,._ A, mm n. 3 f.n. 2 s 397; i -n n,.., 1 , ) ~ :t. - [ w m.,,..h""'"* N... w U,.,.a .d 0 I.- I f 2*.T f,. * *.'. t...., ii m -.a.,.3. ,es 6.. s j l \\ 1 1

l ) I i ~ i i i i ........ w n n C: thy 1, ;,n .s . :..a t v.,:,., ;. C, CO*.12c.;y% ~ -- e -. ~. i 19100 s-... sA. u-.,,is f, s..,. l l (g# *e l At:.u 2.Ir. O % nt=,g 3c, ' i* Q j ~ J" n* /~1 o/ e C c=t.,.e~ ar.: /) V job C-l s j c r. ( l

s. : '.

I: Voice numb

  • o 8044 materd.s1 sMpped en ew 83, o.ed 9343 n5ni5et your d*

' # I* r / { Benvor Valley Job # 11700-3V-305 cc-<o ~ i to the physical and/or chemieni properties as ( cs ribed

crcin, h

fa acecrdance with pt-.4The plating of the above material was e,,etetc.4 l -'LT 8P*cffgcation CQ-P-41(,e Tm I, ch 1, j a 2 l supercedes curletter of Aiay 10,+1o c.bove it. format. ion applina 1 7

    • ~
1971, 7

mm.m t ev 9 {' /e h i SYS. CCDE

    1. "h f

i _g.afgp r ~ as 1 .i 10.10. NO. N0'! l Q 1Q[$ o.flL a n. 1 g $$D2.]'ygg ] j - + mow., n j i 2.C o*4 '*n '/ - c I977 .. p.o. ~' - 3 0'C l iv STON.T a ENGL,s;gy R .sa.p6 8 v 9 e

,r 1 / I l 4 1 e a.1 c $ 1 *. ~ '~ ~. ~. ~ ~..n. ~.~.., r.~,. s

a. -.

.a a. ., s,5 v.,b 1o. A. 3 .J Dcaver Valicy / 2 I hereby cortify that tho nateri:1s med in the pre.ducticn of C pe Crccr Hu:.oers ~,;b7-10 ) e..d 2rES7-13 were of natorials p;cvict.317 c::Or:d c d : tified for Boavor Valley Pcwr St.s;icr.. - ,f .. J. C O P " "'"."."."..' *.*.7 l CYPRUS MI:."5 CCTJC.W2::C:: I 1 / TL_ 4 ( G.

n. Ecnsicks:

~ - GnHapt Purchasing Agsat i i l l = N 1 \\ ,j f{i, ..e L<< c.~ ~ m.. N J [0, ID. H O. d '/. r* / 1 "f"?s} YS ' *i? %~ i l 1 Mt.JO4 ! + p i 1 M:NC2 2Oc9-EL ~~ j EDIEL FEB 19 LTi2 cum m l nst 1 ./ c: :.t.= ?J::#.t, C: m*T7 :W?:'.'.S l c.r.: Tt cs

  • C.*.*/.: tirst e

c.t. sui usuaaire tre a e,=s E a*27. rte e

  • -% f* *4.-*M. r3 ye Om

. A= P. . ape

p..q met. gn=

+$..I2945..* .e . 9 '9 6* $$ D 'i

g. i l l -j si a ) 1; I i 1 l 1 s....-.- s-. l l Otene & 1*.bst.cr I ;;;. C;; s. BV.305 ./ s,

  • l

~ L- - --,,.,. ) r ?- Easvar V.1:.cy I horchy certify that the r.aterials n: :d l O in tha pr duction of Cope Crder !!c. 30507 '.0 ] ucra,o# ~"-'*dals previously ordered c.nd cer-l ( tified fer Eenver Valley Power St:tien. l i e g ( / T. J. COPE DI'.". SIC:1 ~ CYPRUS MI iES COJC314l'IC:7 6 l 6 ) '. : i g, M,lo 4t-l ya. 5 GT3:pt Purchacing Ag:nt l 1 D.etS4 ~371 i E t. .. m -ea<-4a i .r q.n T".G CORP. 5Y5 COU, e.. > 1 l ts t., to. sv. tt:. -r&W L i l , b. it J 0. e, e, n 4 < 'm.. s

6... a
,, se ~ s L..A I

i cmN2. 1 i w n== I-1 .'1 0 0 f l 6 p M. Co 4,'. M~ i i s ~ - c.c. l 3ng i \\ e e.-.v e,r to . - -= -=~m j u.us um,. c.c. uxa. c.w. emuur== re.xs c:uce:wr c.m ..m.- > -,eas i u}}

Retrieved from "https://kanterella.com/w/index.php?title=ML20244A685&oldid=3916073"