Astm 615 a 615m 05a standard specification for deformed and plain carbon steel bars for concrete reinforcement

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Astm 615 a 615m 05a standard specification for deformed and plain carbon steel bars for concrete reinforcement

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Standard Speelflc~tlrsnfor DetatmPCt and Plain CerbcrncStwl Bars tor ~ a n c r e ~ Relrrforcemnt i.5 TJICvnlves sMed i n b i ~ l im ~ fl~-:tr-1mu17 mils rrci or St Cnlk 1.i %is ~pcilicn(i\'~t MVWY&riti~\ltdand ~tiulncqwhon me to he m g ~ d c das 1rcladwd.\k7&n t l r text tit* SI anitli nrc &ow in i-xack~tkThe vultil vuced tn s w ! ~k y f ~ rn ~ n IIUI s~ccl:MI% f a wl~~rcce rcinrkn-qetrcntin cut laletha ard coils exact quimlwl~ytlrrrrh~c,tw* uynlr;n! Ern$ h: used ertimic SI:.G~ ?US rnu~ir\il\g~ I l o y:~ddl?lbw c nC with ihcAIS1 nnd va!\w, frcm Ja two aylllClna SAk wriw of n i l ~ yalctll, un: p~:~l:nltted if ;hv ;~rraAin~p~rductpxlenUy oYQlc ~ f i t lConibiziim may ~ J U Win n ~ o c n ~ ~ l n n i ~w!!n a l k ,Ox: ry~fQcnliu, MMr all rbc nthcr rquirescr;:$ nt this spepecifi~inn.ZIte h~wckiird5h.c~imcl mdir,wralon$ of rtefornlcd bnrs md thlr Refemaeed bonnneds nunlhcr b i n a i a ~ant givcn ic! T:A>lo The n4t of \hi* 2.1 n5-m 5Lnt&dr ; vp~i:isa(im r c ~ b m w*IZS t ~ ~ *::,I fOU(nOtc3 Which ymvicic A W.4 GM :3p&ifie:itiun fo: (hncn: Rc~ix~rcnrentvr2w e~plrl-lhtwy~r~wia! Thmc nnaes clod fmLnaa (enchldinl: RolleJ Swuctenl Steel B~ra,f t u : ~ Shpeii and file! :ha< in rnblea and fig0rec.i &hajj not J:c $01~%id3r(rd us ~eqvirnPiling natxs 01& g p e c i t i t a t h A 370 7ti1~ethult WJ hefinitinns fir bfk~hr;nkol'~'c~ling 1.Z Uavr ate of three rninlrnum yield b m g d l Icvelr!nme!y, o l Stmi Pndclcn 4U (63)IZRn MJ'a], 60 OM) 1420 Mh], orKI 75 000 psi 1520 A 10 Spifkaiion for - C;m~miRe~;>>ir~mc.-ntr tor Wm Mi'il], desb~tficedr G*Ie 4U i28U) Cjrm, 60 [4tC)l, nnd Rods and C:nan;e kmnd W t n Cnrton S ~ e l Umdc 75 f.5201.,wpcciively A SlOM Spccil~ntionfar General Rwuironmts far Wire 'I Wc~cdledplaic) rwmls, in si?ss.upto md ;irclu&np M N& ond ~ S E CR c ' J ~Wim O.:?I'~Q~ St;*! (t&ri~) in 169.5 arn~l it1 dhlmtcr ifl coil$ ar cut Icqths when A 7GY) Wictic~~ for Pxkapirp Itlditlg nrtd M i n g sw:ifi& I'rd~wels, qrirdr and tilmcntrul ties or ~Ltppwitah11 Mclhc& fur 44 hdw f ~ Drqmcstic r Shiprr,n( br !rlrnldrr4i uadcrthir speeificarbil hr Ciritils 4(i [2SUI, Orode s!pd$tr?inion fcx hw.Alitry S t d Dch'fLWA7W;M 00 '4211) and Grado 72 152oJ.h r dudilly p q x i t i w (elonfoamed and mdin BxP f+r C~ZX~CIC Rai~rfuncn)cnt gnriirn and bcrrii~rd.IsQ pr0Yisfuu~~i lk IICbffiRt smnller E 29 itf.wice for Using 51gdliml Rsirr b 'lka t > ~ ato nplr,hrl Jic\:lrLd drfwmed bar sirc shall appiy #y~ktlne?Itt Drtcernlne Confwnmcc with $~cifmtionn ~wvidingfa.dcfomati(ms am! !~tukinpshsl! not be a@2.1 A w.9 QIItlltf4.d> L,1 €.,up&* -a 2.3 t/.,F bfUlft~r)l$lu~!$n;t! Ml.-.ST5129 Mmking ljlSbipuwnt nnd ,%I~G* Mll Sl'D:lj3 Siad Mill Produr:~Pmpa;.xfim for Ship- - 'i W dlkWA W flask* &I rln h%lZi wt*)t: v*~rulm.m~, pr wma ASm( h m w WE PI ~ ~ ~ ~ ;ULIMI ~ o f$A$-!M p Y,?a&& W r n Mmraclnn,E t r rn U i r ; r t & o r h r ~ n h , k m r ~M( M rm w ~ k ? h iwsbv'i wk rmi~mrlo,: ~ r i e c gsricch:dl~I.W idnlpr ? ~ j ,ctr m SIWO Mkal FL3.1tXZ ~dld5it hns~lm6rrfln1iikl~uc~1nwu~O.~rrlkth; B!ag 19cellrn I>;l@ KlihEili h mluk)rHlb FA I()!!I-SOM 4IIvr: IY?D;AS ' : 'ON Mjj

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