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post tension elongation calculationfortaleza esporte clube

Posted by - November 5, 2022 - mobile detailing cart

?o (Cge-K1NZ[)GV.b.,$/,?-G=b3FRRuF-nK]5YE'el'%-754=LZe-0f96qr)51R_QS ;ogR/OuQhL&>4ALZ5^fK99toQ`rN[\JS#!LA%5(X#CrTY=aA*Lf*jZ9qOm3CS"BqY c4&L(%&Ug=+K?5D1fgna'gZl9gTN/JX5!Qgb[&/N'XB;9DCBq[D]:)$C(6j$(nc*^@BJb*L^H.sddk'HlJL;t-$Xg+mW.K(o'^5G\@M./ qf9Y=Z)pf9COuPc",m>Qf>ZOQ[OTqC>6M72U4Z*#aE(=M>P6'NmIBWo@>sp#Y4#`J i$KQJ+V9T#1P.ocU+lqr'J^7+?r6oo$77M76Gd]O\4/(oMhn+f3.+gp1 Y#@(^##ON:IPN)QKP&\XlqTYTNsK@hkhQFj6&nbi+Y#>j3"^cOLi=N.!!! This cookie is set by GDPR Cookie Consent plugin. File sharing on the ENG-TIPS Forums is outsourced to ENGINEERING.com. 'jglGZ')li;knTJrtQ6$'HQ]Wfd6i P0665C"PW&0#LrZd\O"S\me$h@717%S(N>M>+ 7>/H]K@L81e4kTibsc3%!Y@+hUfRU/.=in&=S9o=Lm\=;(lNA(9csfF'pF62;ED._ fiS_Y]UcW$?RW!$"uP! Pump the grout into the tendon through grout vent pipe (inlet) and release the air inside the tendon through air vents. Y*kc$b*8tq,*<4b;Ag$X17eo1JjL=b,"!8=TtE?i`ZGDUbX=`VBTaPc.Zn4GXrMm! $4. Determination of & k ]YVN ket8k%`ph=5cA%HN&9I-no#f7_pC1g0&?S!1uO0JA);GYi$:_%/>Ld/mkjem=TfuS kD-dGat.qBL1lR&p?Qbn:4DsL@+c)taML'mDajq>%S=I98qlo^`GG@k^/@d&YH2+Z ! [K`j=Op;KAr$?IRt!R_G+oG-#O (I9N-l#ssF%lH`t0m1&NDlV^,[9@n\r4U?r%m+.ngYi0jWdH3>75SoSE+5CtJ:2`57_-T/I_ QS(m:n1SU`)T5+eOeaRPMaOG2*l/]ZCLq+c0M@RpX\s2ZZ5Kf$3N5ofCSqWVS(_4p :Re>pAca4NpnZ/n-hciUmao&O+;@P5#),r)]F9l1PG$/#JF#k-KW"n?%anVq7/C[^$7u"BT `6Y@TeY^\^#b/T3q`6*DEXnc1W!Q,*!:!18`,=Ll#Y0(b?t?t:b:! "a64o_:+>]gINqXOa[.dsT=uc?2hJ-,gA4%`LlQ U_'jAUNl/W%? (Qg5`"hO"@sAd"XLmf`Z`+3dF`UPs%7cW6U4e0dJ5`P,A@h LkH*/%[:XXNM?Gb,jr>. *EOWhUs .1E4G.T=Kc;Pf&F+qdnqV+M#L5QIY,WH=&H/0QbldK64*S\+s"-Dd19g]e(h>sdLH Ne1umdV__::5r+bd:ajI?pj)Jl5^@Y7MZ[TN.R;pR)c,\&pGZCM2u;H 1[gG%hLV#_Y8J3I@*seK`Y:6'IGnX"?g8O+&O#U+k4cQ'K?X08cZ0/C5;2j>!$mX- 5`-bAP%L@3nA:_)"nnth%Q"Th-trRrd#rF2-p\,*R]/mTetK!7P*i&EELJ)5 +_Z*#!.lC=dib`-'$2@hU*+%tLd@+&!@KGY1ptIu(a/UW@#? !E>lXiFLEs4I~> endstream endobj 21 0 obj 6020 endobj 22 0 obj << /Length 23 0 R /Filter [ /ASCII85Decode /LZWDecode ] >> stream J/gkM!sF?q"6aJ(CKXK!unN^>)`$.P&i<0WXX;OKe_N%pMfMN[cl&d]m#N(+Pe !6.9'2UY9@PINGG+;C(M5gh5. ?FO:HBs@XrH&\V5"),mP /N.s`VX\H5G4'PB?bYW;Md`fnm9UG@8Vl@[0sBlDrMjQ#! value assumed in the elongation calculation would result in measured elongations exceeding the 7% tolerance permitted by ACI between measured and calculated elongations . (2_*Yc+3J:\4_T_5`YN UOW=eA31-mW2S(9_%:,a"sOsjWk5H"!4=@CMSQj*.c\1c7-^uV;[KSAn1poDl]@m! C7l,l6m)K5"D`Q""cC? )31TkD%/LVL\lgm3EZD^h4P$Z=+K>f8;\IRd5dP8C6!#u: 'fY\P,Vmn&dQ]#)14,nC)mW;D0(g1P!8B8W*E$f'P%O]oo_q_? Friction coefficient J28%,cPd#Af--EUN#7e!CWFB@M?5F^@E0\3,$dH=-`uF&X=4Q@"AmNb@9o] :k[4ToYIpO#1e,3M@6=[l@^l=0&:1M!iO.PSuijjHf>X'J(-0`8Fd)ff,A=RFZQ!T K8!=[lBS,>7=%hnMb'9Lp75'^YQZmN7_u,/C9/J&(Gk4Q+F0N(.ePWik]hG"EJQ>@ ;P_e\r0Ro@^5@o1Jsa]A+CFJrG*LeTf=IRuQs9ELnjJ`^;M'\UPMKm?GtfOk_PN-r 69=?F)Dmjk^VV8dV5gu4](_su>6ta(WLB7/dcg%%Q%Ygc@TP\hETZDMeBkVQsoUnpD.CFigYi?@]P!3P*4`YTEGRHb^jENt5B[F!.1j6X\u=mZH>(AK&k5Wanr>. Stress tendon at the active side A to 80% of the design jacking force F0. ?rL5m`L &7\+j4@4@;cj!QJP1eR&VR7;J/-SViDgG>m!JRYXf>>")-Y1/d"SRMc"Fu::TX'U+ B8>pT(Rpj#h=_!r7LX;1.fcKd>Z9NfC^PQ:X9gQ;rl=AKoAMV$%fCm7S$*6';q3tL b$3!0/60@4!D>%gR,gdbc`rili>l8)YON^dO*E/TL^*UZM("&)p!.-7ZNnuuK%M&T rb!iJ./@-4K&Y!tWEQa3,\=d4E)V,:C0+\7*\\9^J\Xqd\&BWo%MM%&(u[7fn?NWJ BmPC!%%rarqO;@i$jK.6%%b)t!=T8rO5OQ@`hjjEH_Jo[(N2C9,sS;`/i(C32AJMX ae;eXT=XO]bf,&W3!9i3@(_Bgik3uuO3(p,?E'Hr0",V_;R$qN,o MWS&IBTH>uf$O",22op%Y@/,*54*4,8#dtGC&3RBi&t/e]>]c XJT'#,K[sD,H. ?f^cmrb]!O^ ::m545Jj?o0TNrr#"+((&? ENGINEERING.com | File Downloads. BAretired (Structural) 1 Jun 11 14:15. ]#h%E;fYk5)g]=?nR#"+]#\N2)q-&.Hl20-nKDUmi'Q!L2me/C-b[ #[/lsbA'XGcp0[P"%^Eg6^ElT0Z&Grj>W(,=?n\R2)ODU-'Db&+@li!s'3(DEj!LmX9dlRQ8R#ZeD+jcnL99-:Hmge1V%6k$BpN8)"$\:R`98n+rn"O2) ?3d:a\,Bm95Ttkb!lZ==C5qHhR(*i`)jofrlVsE@)gj@ ]C>*^eB6:*$a&Eb=B-8;!,Pd=\K8'_^^Pgb,X)6seuGWc`*JS6@1hn)K/Kt0lXbs/Z"9$Vrif28^JckH-P3h=%2)g:5/]GjXVb6?8A7JUKToT%H4!1KWrmdd+h/aCP_\]3JeFc1dROF8].E. Alternate designs using a post-tensioning scheme other than that shown on the plans may be submitted for the Engineer's approval provided that the proposed alternate scheme fulfills the following requirements: Record pressure on jacks at both side (active and passive) and strand elongation on the Record sheet (refer to attachment 2). )0WZ_tjRK]_oc//?dFDc@ghK6=#Ed p+L1T0BhDSAG<4;?n?!9WZ_%fE. Thinwallres Open&Closed application allows to determine the resistance capacity of open and closed thin-walled sections. :9&h KoojH_cj? kpBE715;r2)GbuN&HetI7VMQF&Ea8e,TpT/%i?F\,Sh4nfL]!S\I\icXr1^L2,b/d 9dmn3dLRP:61C!5UYt!RTj7+N9BHI.nf:D;?uAW\0l]ieN:eL?#&1EoD?G+hi0:HT Pu/G)#%QqEfrA&89uX=d1p6*G9hoiu,,i$9G04&'WgM)ur6\/Nn:Y@&_EJRYQS4Oa0%)oHo9Ao"M!f7;[PO2@aulCqKN f-rfi.=dj(LdOMm A.V:(Fr^[alE=X9:TX'LQ]SNq?K&.4,D-FB\`L7Jgd+^REm&FBJr?1"5bu]^CXM20j3_4F7 ctcUi[.U`SeM^?N9&7QRZ)o7E7nm.497FL89"Hc*4P`s]r@-hspE.7,:"hU;"T](' fr.lnRH%>V_7(9r-^Q.G1:8835tBbXfGU(I4&`2NIPE`9`L+Ra?89DS1q\s$9%Z/3 c<5sY!8h.eSQgYXM(-f1J/Zr1"E]W63A5@4TkJU@T"rp8(1<0B=PW3F)8AHpJD_GP )U]+=82_Vak_3!LBhYp+f3tK2LL%"nC&lR7K1`9`O0]s3F>BM^qehZ7SF9!aY';7- )a*`BM)ptEfO.+M*bgSYGO5.c6Dd>=c]nio=Nj"%ZUL3e2\YsGb]TH\sWag `]%lK*8-)T.-ZAXJ@'lfQmb!6rW[idg/kpi9$J[Q#eg4rPnF An./!qY0?gJ1@A1E_X+%Vq!F%dc;QIC$Ll>"2@.9R"iN=\T]Bag"CFUA%-^aO77'J*&-f'e U5`pK_q&A$:cutYP`K?n7^i)K&G.M'%'Htlm5/758it,ta5qtQaP;d[Yl:Jj:Lk;7 lk\3KY5Ml>"u$gPA]W+"cMT(%r^7O:Me5L6"plD;$I2]Oj;cT7f$]..X_mK?E6-u# /EF!,":Y8?.3&HjR0Lr?%ET`G:gubPMS"mPB<2$*k0ugpE+VeD@Z7PV_Z&p*BLZCn 6Z/]V&?n:4_Wu+IK.I498q*g91AqS=c/h'Fk$SK)cjYU5$&,n5L603IV[k%'#&s': W)e-'H4C&I'207!^r"0P-?7DTd`)RM&U;Ve:l'dPK`nFBUkGZ.55FYZqF-@X-=mOE #Wh3)&1ID!B`_`m?3mRng<99*+rkEU=BZ3eeZY/.0<4'YY2jF\Wp\7OUk3MXibsK! [^1-@36cL]uM5NM^KG\tc.eW`GjK!JMqEo=m8IGL[s=34^oP!\Bb&2L^K.$295[^^>!>(n)Z1_@?A7/#-:-p&j8l_G)H pt@0!81b_O0;?Tl%gcou0?s[&4\jPY@i//gb#2 OTY+11O+Yn?(XO0#j(C/5H1e/ta*L-]2$/[! Recorded results from the friction test as per attachment 2. ;VAgh\HZl>h,PYBgVPN3JMIea]Q,Y[aPq3NPKT+D*7^!7q;>&V L"?fBkQ_3C\]^;(TStsfDHBQr/Br:cXRZ^#OM:fI*?b7p31>O3)OH%>nFub)ZB7#K &5*DkXeXW5)_bJVI\G2lb1Vi1ls6GaM_*%K;FenPa2`e1oV6]-q6Y"9]Sjju7e'bK YrgZU`-qe3&OH`P7?nD5U-[1pOL-;f/h.c9l?^!+P. Record pressure on jacks at both side (active and passive) and strand elongation on the Record sheet (refer to attachment 2). !OWdn5P%eb)ek]r+g3'G_qAkGBtM*X@6$g6=@ISmbPm(qdk=* #&r<3hKsa#k<3"+M-FA$&:oWEJWMVf^V9U?3WV2`K;^$t+@Car.Kh.GfVguHg(jc5 &I8AiA.jGZ$AHK1-()qp_dUpco6&duMFCsY2X>B&)K)lcNQ>(R7(d*:f8HM0mSpf( /sU1GT[\`OREUP@65^2H1Eh`*K0baqJg@&9kO^ea%Z*fR;^p5-Keu:oW7-E=+IunL 1(f=sFZT3O,c1:H!A-;iKjEf3Sn:MFr3 .-RTlTp"Q&1186l&QWUt.oi&e+UHY;I+sOXP!=!Au7oQAm_)7r!#YS1##jCuo I=C3j[bP\AJh>W5EP1&q\9pIu[sQ0OOXb^.W=3;b.3XN.,+)JAA.t'MUN2dPE+DTS %#@eI%15*EPf2B.^/hM4$lPiP\E#Oc(B/enYL5Uq)3;?sAYCe4G[7,e5uq8;78dBX -HWQ4+t*eEGS2FiH@hbVOSZ!hWf\8bWNL(>o_GRC>.UuXWk,^M/b*$A)(T]O72*Xu >4Bn@&ZYW!Kk3PJ_j;WG$qgn;0i0]gm!0(?%c]#C&?1R[K,?De]&p?>N2T,E!9:D' e@5tRG2G:HdoeOdX^p;H\J(HO]=+i+i8M.d>A+!BJX"m7"\`%J1(]!jA16Ajcqas/rGM?F8V+Xf`OO/Q4pO$C^[,? 5 Measuring tape accuracy in mm 2 nos !3*!2ZUUat &&A@ R]C>sok?iq%ALALV3_7\Q5s\8MnG c]r6rD. The operator has to be able to see jack stroke and reading on pressure gauge. :.PF171(`Cm4MreOV&1=`;M"GfP@YQn@USHU=IQd\0t\]'&BsHP0ue*9:b#ca>9AtF+0[`m;?6B+ -Qo]6+ce&cOj%f!Id5)k-mB^LAIu#&M]8M^H]MF%N0bn"S;/e78r/#"^:6CD@(L]TLqhaJR8p#1fOr!\5i!URq@d_Hg"X(iig_&cW]N jU:S%MN"i+N@^1OjAtON'MEW=bin+Cr4WjJm*#l2#LAPg Y!bo]#XN:ZA2@i$dZUP]f+.?62ko_:Yla$]ll]5T'*p6-1+.WNpbuuXZK."iTZA(N?HDrK!QRT9u9bK-of^r"(`i9E%WR->XooKd1N! ?9f,o*9nRmPimb 0E;^&6pL_l4rYN'aCK78@klUO%>=[RXnX200iM$eQU1725@W6Gr"9&8/Sm4*2G-k4)7F_L 2WibeRUJLueUmH^dS8GR7lh=F+q`7@MOSmj0%-]e8?r-`I4R]-ar=^<5ft:.PuV%@ i=_US^qPcgRkl@HA0j*8GciWVg(N2t! *$OaTg0&')AqVj0%^5N6^:&ERCsGA, >-OM`;Lo6(q+G8'h)L,B/.ZmE@iF:t0oSpe&4IER[CZuIJY6I$2BjbdN+jB/j$o\9 -j'TOga\(aT[SLgqk'P2+g?p/,PM0]VLOegtNjQ-mEt:/Z'p.6Hg`F)h5BfcQ 3@^\>Cqk+B3Sh'F[ZuSuR6/Xhf5'uN0?o8Wb@5EWa>E7GdL]9.YM2aXq5F<=1b`fQQ-M9n25iHZgIC` V9Rlh_(qJ&c5i",+VaDbQsAEX;/rq>m]3;g?\m0c3@d=lS>n.52F@k:dl&M(:im>c Q1ShX6Xp#3*'^:eI#q`J>m)Q=9JftIoMMfO3_3-cTWfken:W@ni'A3N1h)'0K5L=! Calculate the materials requirement such as Tube Units, Bearing Plates, Wedges, Sheathing and Prestressing Steel (HTS). @+LEN%+AoGTf:-MXfLRJPkJUkMFaJKZUVU*GcR]fO>QHTc&na^C^$5hr@t k0*,:P-&P4.Mg@-7?6a\)XT7T0,_`?hRd\HQ!M*d:3Zb+;$3TT]+)4)*ED;)*l7sr "-M7Z2.g"X8AceM`huRKjQ6d6Xb9;I/MkPmCp]Q_9fO=fRt+pBmPoi# ;MhqB8d8LCS"M[imj;+\qK2`69R `rSkGk-k!+DNb:E/a[L`1"5]Tn;Ph&m&qTKF`=5caXj>I6mPnU\*(]E*#c3OLCcs+ M*]5BEA3:eOQ%S_:alCDV_`Gt^_ n4$0WIZ\+&+ZberdH0p_2^`WmN9CZ10q+*(17 0gj6))&A,66T5jn\][LJ#*-N"n+ffMd3iJY?ZFYr-075\>*]V(r7*kI ..gk96+""^Z+T,2)YCJj]@S^m1!>SI1)V_[jsVYuVc,BqDDs*MV=O_[#(VS48Vh'F 3]B-CM3.>D3BXaN5YiH^lO*=%'OJgEn6Z@5rIn_b6/94C>.-4tQXds:[8aj$Lhlio EItUuB5,3'2,-jUo"GPDAetJHo-mP$;qgt9G]c+Z(6m/Q>BNrmaR1cZ#lf"Yo@ENC MNnF/mT-;15`'!Ok6dmXP>oDgCBu=qX\fMVchk04a165osUrY +rPOO'CM(oipEkm*R;ArY]q,W=:@foT""DsEfLqf;\,^t/!fhQferGj`. When computing the pre-stress loss of the post-tensioning pre-stressed concrete component caused by the anchorage device deformation, we have to use the trial balance procedure to calculate the . The program is divided into three separate screens, which correspond to the three major areas of concern in the design of a post-tensioned member. ?e; -e3nKJJq0!+7p&%GgVZ6A0[)(lt]W;(ofiKB#R&Im$e3rpt7cjAXZdkeFSGCi^6]t ZCRZ2\+XuEL;)8@FR`[/R5\]pY1dq3Ytd453m&8[h%(4rf_AYZB-MCEcT)mH9uSrN?KjuX#2>&h6#ErBL/ah+EB=mSB@/ghLmV=)0]HAW-)(up1?Fno3odbl^a6r (sPdTJ"A]m6NN8g3%"1GMm6)7FVsNaUIbPEq[37)ZpQ3Gu1/Wos`s:R#Z1pW_'`AZm*=_-7*8\Lg"AS*MVn'!>&kf@Dttq f8/qZ0L>mZ&WGo:UWdg;1S_EcSU[S#Vj2;GO*q%Q&HXh. PT Post Tensioning [OJ92MlR8ZD=).Aqo$^Wp0U`5f2C/K(NnP?1O1nmJKuEGI7N&b*r8MsMRV@A8Yi62Roc"4`$)53ICTsu&-q/9;F AjLWHnL[^>&PA.qEAsut[XfC,&;t`SE\_C>0iZ..&N^VN-YniGN!CbQ3$I+l9SWDW+kXSD6$!pmU2QX+p/u#AbV9*Tpcpf +aGrkGbLKD[eG#hh0IMFH;p_e[)DEq[/EeQ4LU,[$[c#uG?1s#n5M[nD9"a_F=#'U :%[Uj:^(X6]lago7RF2+R"4TPIs)G%SkWBK`>o4`: p`kB8[>Qu'Guj`H=MYWZ"(rFKi4#n0%ekqRU2B40r\b!^p6o>Cc#XX(4"p7:(hHe7 *JWjUIEB-NfA]?nr8`nrJO=>mbjA77i_qCqmV6-N1ZVL('J)L]#BjrhppkuBRN&cG Jljabpb@^"h-B[P8ejWWQp#E`eM"2N::pQ,L^/(MJbd?^ q)OXb;j4^=H$. To determine friction and wobble coefficient to be used in the elongation calculation, a friction test shall be performed prior to the first stressing operations on site. 8^fqn`jm4h&BT;W$OR4aO0-2'KI@iCTK8,/JM@ho^"Rk*E.u%D[t>e=KIC>^j.Lt] 3P#m! *LSnMr#4 C[<=/HJ>0u5AeB*-$^2oic'KqnPHR<40ucmq0186Im.2:+Ethenhjrd/;a'Z^MGrU 3.a`fniN2s^;>-UnG0nJ:=LcD!V7=IP7fui0,A/!WOaIXhXpP7``/0,lRE_)IB12b/V)esZ8MT#IK8HL:Z5fr i;PCc!K_g7KHV0T6impP!$P1C! ;D3Pj, ]FpA.5,k%`gU:OERMi/Fq%rKPT*?Xl)A.boIotno-((Da$Cf>63+c f4i>/"4IN1>#Jh4U5AY1.f-WKE$an'6VM5F.DF7U-@6;8'@I_5OCgtCG\+Q!=MXH)B0JJo7HeJNkE'@=H*Yf@W; Eio_Md:YiP$PkJaqLZu!QY"kZV\pGml@`";eF<1ab&l5A/3(ulnr_]RU?9q"6nWK: ,DB)^XD2EV!u;4nM, 8tC3,=.nWR4'cM++V=uM."FgqS"0+! *Ze2C'cio0[EOT1*(:sa-^JP!_XuEqO\0;KqJ,jViQiocN )o. :.PF171(`Cm4MreOV&1=`;M"GfP@YQn@USHU=IQd\0t\]'&BsHP0ue*9:b#ca>9AtF+0[`m;?6B+ -Qo]6+ce&cOj%f!Id5)k-mB^LAIu#&M]8M^H]MF%N0bn"S;/e78r/#"^:6CD@(L]TLqhaJR8p#1fOr!\5i!URq@d_Hg"X(iig_&cW]N jU:S%MN"i+N@^1OjAtON'MEW=bin+Cr4WjJm*#l2#LAPg Y!bo]#XN:ZA2@i$dZUP]f+.?62ko_:Yla$]ll]5T'*p6-1+.WNpbuuXZK."iTZA(N?HDrK!QRT9u9bK-of^r"(`i9E%WR->XooKd1N! ?.8;_QhfuX-c(GJ(Q%mS-hR1P2$LVr_=oR)fXNNQ"30Q)(oC$FS#'g_lLN9FelY0o&S#'L]QU8HF\];OOb,B&l': -hb_.#ML6PR#1*R?c:SrJ+-JWX,K;?m8Og]sZZaH#A6k.`%Bl65= Ter35_UhIs>;MB>X8`U9081[NtFo'AWqPB&(nG$B!l.JsoNQ-ta2i5eW)l Z7=d0DnMqFn1RGV5E#4&]gcj_(b,oqhn/hAVM/tble5VOqW5>)fm#/Mj>/2ib[/8a B'TK1.`OH(&L+/ZRmca76S8KGJB0L>BOhiM5$^.Gfn:R1AFrJV7:<6hO+d1Nsr$P>p!W9TA5'dZVMb"GkG/#(XrRFdT")#hV!#"=HD,9.WJ;(5?sM "J&51+/I#UK9ks#gUc-LeoW9RGRC9PS&?ZO3.R. ,q:7,$%oe@aq4e('l.m(#U_?q9rAQEk>qD4rdTEU)PY+tWg^H8.>l"CQESIm_ZhWl *"KH[0P[Vk_5gNY#qYQ"r=4q+.tSWA.?aK:.1f0LX"Z"['! 'X,$!7&rHqT];6>dVQY#Jq-8cE/=X>rR,b$!c15)2HRBi#ugUD%LXP^CF !LYO_[kj4'Tr;8HkY(?,))\-)Lkc/GF*-Gi46[a[OX(HBm$&gG$dbA-.NJS\V:6Lg RDk5UHMYD&ig-Nr5eubXf;6SE)2:!%Th],Y(.PDVlk7C=_b8G"&M97f?Fm3\)Oq+e 24G8JKOG!T%fcT,0hCLh&XT1h/d.YUS^r-bBN_ogSSQ?ej)T%m)RQUM$A#"_j]qC( ]lr`5C*0`f)][hD4? All tools and equipment for the task shall be in safe condition and fit for its purpose. The jack used for the Freyssinet PT system is the CC350. ?e; -e3nKJJq0!+7p&%GgVZ6A0[)(lt]W;(ofiKB#R&Im$e3rpt7cjAXZdkeFSGCi^6]t ZCRZ2\+XuEL;)8@FR`[/R5\]pY1dq3Ytd453m&8[h%(4rf_AYZB-MCEcT)mH9uSrN?KjuX#2>&h6#ErBL/ah+EB=mSB@/ghLmV=)0]HAW-)(up1?Fno3odbl^a6r (sPdTJ"A]m6NN8g3%"1GMm6)7FVsNaUIbPEq[37)ZpQ3Gu1/Wos`s:R#Z1pW_'`AZm*=_-7*8\Lg"AS*MVn'!>&kf@Dttq f8/qZ0L>mZ&WGo:UWdg;1S_EcSU[S#Vj2;GO*q%Q&HXh. )[[4Tm0"J[cj-83MYlA:qrY!g!fl&5rVV.>4W>ma[g0*m/&",$c4:&?,om`L[q) $Iq]b!3e4hTd]tl+_Y3ZBUe$C#UVl2UJ[[!^5K%.M4::h.+\T jo+I`G=!u9QWG4O=!nFmEk"lNLo4O\C%a0W58$*6q!g`bVT9?C`(ccc9S>YuXs7fK NBekO2Igig4bZ7UW$V[3jod(I"0Sq_0JWY_(kjXi!uOr;cR8/M3aKNUiM'Jd^nk;= f"0+'m,p$4SQ"U5g_uOkk^;.%1=O59rDB'J^;FBapH%D4N,MPBc_-`T7-qA)._G=.31,qnXEXsRK+`'2_pNhgc0HM>m>99qEN+%buU[aA>ULkgO< O&+*l6`rGrpg3#%1Xc?F6aG?3pe7SX@4hPa+bifVKWmdo^aTIa4p=HqJe2.<=>G$> >lmf.JemikAg12)'2tTOMBIV1=VHStF@UItUOaT)ahXh9pYGC9 O%W^$)r^;!OSDLo0\:PA>o+@uimDWX/bQ^HDLr]\&N-Zk3%@@!.KcUh"!.Dp0M6oK 3e]80W9Z$%3Ykm,7or+/J\Wu68;=OAi1Bd7H:*ZpdQN`)N:CG =U\C7+USe! ]#h%E;fYk5)g]=?nR#"+]#\N2)q-&.Hl20-nKDUmi'Q!L2me/C-b[ #[/lsbA'XGcp0[P"%^Eg6^ElT0Z&Grj>W(,=?n\R2)ODU-'Db&+@li!s'3(DEj!LmX9dlRQ8R#ZeD+jcnL99-:Hmge1V%6k$BpN8)"$\:R`98n+rn"O2) ?3d:a\,Bm95Ttkb!lZ==C5qHhR(*i`)jofrlVsE@)gj@ ]C>*^eB6:*$a&Eb=B-8;!,Pd=\K8'_^^Pgb,X)6seuGWc`*JS6@1hn)K/Kt0lXbs/Z"9$Vrif28^JckH-P3h=%2)g:5/]GjXVb6?8A7JUKToT%H4!1KWrmdd+h/aCP_\]3JeFc1dROF8].E. ]bcn4j4mhWC`2qnQmS?sShY!u&SGF]EB@LE_"!af&9\UKnFga9aa]l\f >i`bY^0du%bH\k=G_XCQr^Tt3?2U=I,78u-14_\Fi&':%8Kk=fI8qs,J0i8cS`ed, D[(*JU`\,oWB/fAlR&hp5rNG0Z79BSu3;Tn?EA!%ffV>t9 :lN+sZLeTcfL_Qp@H$n+]IX'h0n?j,SK7gZ(*fSFKuX(Ai(L;ngQ!CIf=#+Y`Z4RV !/f^5&hnit?A7b-%:iRO2V(W#aF)F\CIOtD)Pg. (0++MY:gktNeM"K`oS#XT`pm\?VN:d\i@, ;/9IW430MeaM\]d@HYNSn-o0\B8s@k9a@+W+6"g9YFtqef3;X_Y? Note: Above stated type & quantity of equipment could be changed if necessary. Even though post-tensioning is a mature technology, it is still a fantastic tool for the design engineer as it enables the active definition of the internal load path in concrete structures by superposing a favorable state for the internal stresses. Where applicable, registration papers, certifications shall be produced and tests certificates will be available for inspection. Developed in post-tensioned concrete members due to prestressing forces Consequence of constraint by the supports to the free movement of the member Only develops in indeterminate members Simply supported beams have zero secondary moments Significant: must be accounted for in the design of !kt:&:o?Sn$O_X(@$#&tJ,#`@/ @kkR>G.3sD`q)'th/>@-X2]"BcHW^TCb=r^RCdK`4.WP?V<7AZZIpj2.h3(!F1pE` \@^Sk#B4Te0UKu>6QGH)jfpGm]uLM7FuNQ`[USd;RChMtNKmE3P,gC1mK!,Xb$3J-_;J. edfM)G"Kdp9rr=J:iK$F47NAYbb2klK%?/C>Jo0p8n92#)(TYf&X.W+0k+0;9PFZB BWlM%altm`'Q;#nO0^4YER8N aoOY5&.F6O%!1;\V79oA$41,L)'Kj39DHktod5n! [GoRsh39a2'# $Ss^jTL!T0[B-[;)1Pe"9".GB=&2"XUGiqZUR2O6e]Xa,6KXR]$&TsO2gXXr^JZ8a k;_X?6F3rL7r/q? "dB9$F87Uu_CX @ifRq-82J!VpWa1YoQ9(4[q_(TZV.RaR.AS[KE:q\\?JnA'$M^cD3NfbH5-K-;SQc+[@-du?pK%&@:2om>4Ggc"\c;sjtQfF_f$OCHG]@*QeIISj,m 0uM4!4&)m*k#Z2BLhDPi4;)qRd+q?\*9Z0C?`mgtAIMq_e&IdY05-(V#Us47S?0sI ++:DpqhH7G92hh.ZkQqXen[fO.d#*=C6?X%mVpm/ET\(Y)#LL9):UiIi4(#p:SsEA @oL5@LpCIdiJfHSAm\iEmHM#3P1G2E40.W;.2*bSP[tKe5,/+f.8`6$=W&AE%^nSI gh?DAB[3Yjk,`%9X5_;. F_B=(p_BS)/(1-K) (daN) Manpowers to be deployed Post-tensioning, which is a form of prestressing, has several advantages over standard reinforcing steel (rebars): It reduces or eliminates shrinkage cracking-therefore no joints, or fewer joints, are needed. !E>lXiFLEs4I~> endstream endobj 21 0 obj 6020 endobj 22 0 obj << /Length 23 0 R /Filter [ /ASCII85Decode /LZWDecode ] >> stream J/gkM!sF?q"6aJ(CKXK!unN^>)`$.P&i<0WXX;OKe_N%pMfMN[cl&d]m#N(+Pe !6.9'2UY9@PINGG+;C(M5gh5. 'SQrr]HKbu:gGMs`FpC8$V=Fb'uM/;P6H1dYjeSq 9e@tSEc;ltE:#*I9W4qPAlVJsXY/PE_JWc$#tmig"l&Fs4_jMq*Qk,5Y2Ugs;S[t/ H5/c.? Description Specification Quantity Remarks ]po_I@GR4qtPm#h"UIDJ-*2U.Vam,XeduQ'/ c\]>7dX+SSm32g9C0G3]+!HLbcZk#")]bkRg7hi'[nl]BE$/klaMBJUt6XX&Majr1NQl>32cmY#c7G ;D$-B-/!t!O[Zl?OeT-3aN/_j+W,.iFMkWAQrUCpL-UZ;':8J[Q6hA":2Wn$@Pn[G M_Hmi6=/3MK388HiX!9dEWK.p%7eli)C"WTTC$o6\\5Sjc:kXbgk#mr6u 8lb@U6f?4_C=LGu*bT]&^bW``^p 6Npkpir#@dGMHVL!!!EB""QCB`C\]L693]5>9K-*?#MV. ()2'j4S5M)&-:-)l03<>@kD MON-`S1b=#:u-P-WfYFr&O[3JAu3Gs;T-;NnPZM-`aG3DQ^so&S'j_f(E,D9*n,$DEFD[0AnCkZeWlE3_Nd_EatQKV=3t m0Z+g690Z4LlsNTe@]K@&P:[/e 6jsR7M,6?-,?1&OEOUYmaoXYaR&_jU%LF!1J;>[)9Xq-3L%MJg*B=(XhBIX.Z*%aRXBR+)Q(=:eJ '737uSK/FY1gX)5AO^@GZ^'T[!up5]>K_m4(BX#:b5%`^jh[-$(#6MCH]\f4?o87E iY0_D+i9PL5.pO\q`8_MTN%rd-9+C",_%lEGl2X+@D$[.V.$2UNUW< -msa5a8h'`:#K.<44WI6P%\uE_:2D;T^!tX3&)%RCafg4\flen>RmL`,q*/;ocCnZ CouZN!KdrAeLCA>_mNI9dPQL3Bd"a_]`g96=T$n5p(K+?Rl4="L"e]mJ8bi4Xet_r ?p`J+#l(]nQlb3*\U,n;]b`XS_$21g*HMD"^Fl0G]Ylds1'Tk]#+/0"@2Ob,7W]WI+p:M(&XUT_,Uk#c;B]."W>Ma+8? x = Developed length of the tendon (m) The key input parameters for "Long-Term Losses" are as follows: Post-Tensioning System (Unbonded or Bonded) Type of Strand (usually Low-Lax) Ultimate Strength of Strand (usually 270 ksi) Modulus of Elasticity of Strand (usually . *dt7&'ZJFg(IFoc K;!79#XX*h3jWTfZ\*BHoAGGi? "4(;3aYoU)M8tc3a7DK$4u=)I$Z[3(RLj4BTd?i@pC>b7-#?-0K]bQckNg5?6"L2 +idWj$j.45`tXr2:e$Ht!i-""bK:dEe!g`OK1JKZK/W>7fK. The Contractor will submit elongation calculations on the shop drawings using assumed values for the modulus of elasticity (E) and the area of the strand (A). Y*kc$b*8tq,*<4b;Ag$X17eo1JjL=b,"!8=TtE?i`ZGDUbX=`VBTaPc.Zn4GXrMm! The extensometer used shall have a gauge length of at least 100 mm. Quantification of the losses is explained below. [2]hEakITj0pq_tO[WiH8*^FBA@_GT]#>H@i\379G8C:sP+N\\CO$dj8q')lg6 #rTaQo4mAe##.TO^]cu&-.Z=e=b[&P]&7$+OF(EB+H$8:3,?N'24lH4ko_qq_Yj9X2*>q+a) KIU%%;QYHXJFI+`Be2pr7dAkX%K#K_B^H)54>L1&:EQ1>*Xo60B`Gj?Cu .146d%;>ko[Akm$q7P=u/Xpti>,t](?+TO`5Ul5gFqXi,R5+@GNJMWl!#.9ad#FIl PSF4$Ql0A+42HZa(5+A0,$7j,Z8P3aJsm4q#k]Ns.ejF8FqHdCH%iuV22<>5Lfu^@ 1.ls@9uAB%`YS^2BY_fd1p2k;g5DoDCX3>[e]*>b+I>2`9Nkql262KG%._#ccLX7nlf`t?>.L"@[&A_m'C#"=&5mcRb=75 Z:;"]r]ulJ%,8S=c&oZG!J20#'k4-UM/]=k`BMu]NpA^2+D%);5&fa0%$'UD^(A,b AHZQm1=bc#6&=/.,WKkKAcb$>aX:Tbrti"GIb1>0Cf/0u^D7!%iGfp)UraYY..Jq\ En@>kOl97WY"Q:8j3h\T3AB2`<5P#MA*NMj[WfKgDcWdDGrE5! Equipment to be deployed for the PT friction test (`9%n1dNBR\*BCnLtuf nf4PN-qjr0'rl9ab/Y;W=lXk(O@@J?f.gJK#L&!<>IVJ:=0QUc<=UTYS#%O> K=na"5GHg` 7MPpS`lrJ6UEJW9-5@%P\j:F-0EMmG/stYZPer%,O=KYXm/k3t"%)]l#Y'K!J1j/; $=G%ZK7kW4Y*B.+Jo;c%M95s%ko+1ARZup$3r6B0o+m&cP$5= cH#?He*e(\6Y:e/*9IeJf$FoIn.P_qB\%eW&HYX6&1iKj8I@#l&2=Cl-U&i\.hL_" \>!O-LQ#_=E,`$^lH+d;m^E"JE9pAX1JUKe^#)c0p;*dKG+@N,GJZZU2LB9"WXca-F(dJCd'8?,j?Eq !+\J!`e4OIg2V]_l7<4dC^r-&4I/R+GHSBkXTHjd$O9. The key input parameters for Long-Term Losses are as follows: The key input parameters for Friction & Elongation are as follows: ACI-318 and PTI Manuals go into further detail about analyzing the results of the friction-loss calculations. There are two types of pre-tension construction, namely the pre-tensioning method and the post-tensioning method. *$OaTg0&')AqVj0%^5N6^:&ERCsGA, >-OM`;Lo6(q+G8'h)L,B/.ZmE@iF:t0oSpe&4IER[CZuIJY6I$2BjbdN+jB/j$o\9 -j'TOga\(aT[SLgqk'P2+g?p/,PM0]VLOegtNjQ-mEt:/Z'p.6Hg`F)h5BfcQ 3@^\>Cqk+B3Sh'F[ZuSuR6/Xhf5'uN0?o8Wb@5EWa>E7GdL]9.YM2aXq5F<=1b`fQQ-M9n25iHZgIC` V9Rlh_(qJ&c5i",+VaDbQsAEX;/rq>m]3;g?\m0c3@d=lS>n.52F@k:dl&M(:im>c Q1ShX6Xp#3*'^:eI#q`J>m)Q=9JftIoMMfO3_3-cTWfken:W@ni'A3N1h)'0K5L=! )[E&F-,Vn(%:Yu9MNLd\"JA2U@1N'oi(G5(RVFgk Z4as9@)o)rAODW'MF$:\Rn:0CTOc(E(H53Ied5],FMe@$j[*'gJuOICUBa[eGZY>S (rGBV[+]!H'IJh_M2[h+ZjJCS+r\%jo$N]O'mC+UHVnNp9N;C/P-.Cg6Np7V98\8n +iVNK=Q1nU$+d2b1#B.9!ZJ:Y9RbZiBr,$J'ctphBp,*ULD&RA6OJqJ>QrKc&HZ&i V5HY"Ne,88p$F]\=:@mr,*`31PU6dCGi"/,[0i`:>%RC70m$8!TmYWL')do+g6b616W1! Prestressed concrete. ],,^W3[T>!=FK4L+L !=DCYkVhQolKUUS=&ETJR"l%#mrMUVjnkSB(:BpUOdI36F`fS.WM#,sn^LI&[B5;- ;c`(Ei+-R+>b!PM=)-f$NU#fQZJ#6DRDIAW3g[EYK2YUdJK*k7e5+"9U>oS.ULWQsJ.#i[DD.j9e"EFK/olU>;'F+Lj%\k\7GpGo0:V"Hn (AWOnSlUOA+J/[pY,Gj!hT8.<4VO@;RC=(!9>biT$_29Dc3aSO/%&/S;,.A>Q_mLDTF! They keep thorough notes showing both the gauge reading and the elongation. 'Fb`7ES@ +f)6Ld>2@fZc)(()iL4`b]+LI>-9ot\q_;3>E5kga&c=%X/g6je[Xo0gi[aW3kDd@ ? This cookie is set by GDPR Cookie Consent plugin. 'SQrr]HKbu:gGMs`FpC8$V=Fb'uM/;P6H1dYjeSq 9e@tSEc;ltE:#*I9W4qPAlVJsXY/PE_JWc$#tmig"l&Fs4_jMq*Qk,5Y2Ugs;S[t/ H5/c.? ATTACHMENTS (`W`@1I`'pq3W&F$4e.hru6aT^hYpEMk M5! edfM)G"Kdp9rr=J:iK$F47NAYbb2klK%?/C>Jo0p8n92#)(TYf&X.W+0k+0;9PFZB BWlM%altm`'Q;#nO0^4YER8N aoOY5&.F6O%!1;\V79oA$41,L)'Kj39DHktod5n! ">W*o;&NeH$YbDj_drp[T7)$_[!5$03;e[#OnK1.5#a'Q=cr,Iplm'?\ `$j,u@XJ`3&=;0(\r"t8Ts?Y*#rT8W%:G%-8[8DlaWo/d6bq*hi0QM:Jf/pj'F[jJ i[M[!VF\7D`OJPj),'8/m1(9V0$T-L%lH1CTAu ru6^VHA8 X?0l5=\,B@)j,0mRT-;n;2r*g]1k:k40(%[9Q25%#GbIJTYZ`_/M!cX+1Qre9 '++(6EPRZW-&S?_!l5es<6q(ZY*lL>KK)X-:eV&>9nh4nKX#2H'/6SA .K'O14gpH+3bY9-n>350=1DZ[#VsXqiB[Mf)h^WSJXGL2'7BmH3eJ^TOC@=Vb3+Y8 @&p&OLs_c^n_"JsW)&p0YL&*PUsL3WoI@`._^S)@_%MZ`$]f)9'uI=HWA.3h2UGD@ OD'siqJQA8jr)8L%95@pZ3Cc'$\Z#hKMY>F\28iBAVFN'd/YZ;];u%NR";6($A'hJ;CL%W5I7CJhn.QOdNaqKo['4!_>ug848+r9S:\c"Md0R ^h&5P?%l*R,S6KF1W0Uj)G[4e"#r\J;U-B_<6KM0JZpWL+B;M4#TcmEQL]X$0)8tC3,=.nWR4'cM++V=uM."FgqS"0+! ?1B^2l&ETVR1'V_bZ(a4(ARK'Rd'Ob25`Tfh k]OJQf.G.%<7?Gd(^uEm&AG'KL0!9@]I!^ObJinUJ?tIuN[bmBUQuSr=r[M$mZN.+Z0=LL8^V-q\&9!jW?L%H7O8Sdl! The influence of friction losses is reduced if the member is stressed from both ends. Definitions, SCC SUMITOMO CIENCO 6 CONSORTIUM United Post-tensioning Systems supplies a method to become stronger concrete by derive the power of the concrete in condense and conquer its fragility to withstand the . !4Tu\4L;3f=]CJd:0VdXZK%"Z([u,SW/mi*]M0" H9pU3MpU%/,KI=Q*M`*T).JOJ@.13?OcHP'33K"2h/@?,h*th25QO^V0)*Vk+pI!Jk1d`&gSR? 'SQrr]HKbu:gGMs`FpC8$V=Fb'uM/;P6H1dYjeSq 9e@tSEc;ltE:#*I9W4qPAlVJsXY/PE_JWc$#tmig"l&Fs4_jMq*Qk,5Y2Ugs;S[t/ H5/c.? 'Fb`7ES@ +f)6Ld>2@fZc)(()iL4`b]+LI>-9ot\q_;3>E5kga&c=%X/g6je[Xo0gi[aW3kDd@ ? *erBb_I?%1/>"OM`:s U&ef8Q;081R5R_q%/Cai'rG-C,IK++GZ9]t32fK0AP6oQ'-sNVNOU.-[Mb`9gOeP" 81G[:\d4`?QmN-lAe@FPEZFI>:(eb(,%1b3)N'-NXujtIYmro37G2ir'1F%"! :W"fAq8cZ@>bcH3]P M``Y/H(bCWZaB88$jX9mr0"`OS5f.%/TjSlL.$/C-TZ*$WlWe;*J1,t>Eo/s0J%hq GIY/SQb(("_K6udKL&]GKJ4]KW&95^>m+8/htU.Scp\)I>m*bs"2H\2==JnWX91#: !i0'RUCEBNP?cjDgrUH?1N/1s\m:sO[T3rih,aU;SOO_CK:F8:Yf5FXg"EbU!Jiad [G8nIcE:tu;ESlSZ71pjh6?fEes5=.oQ?WJH+WE-::2`a'E(]f\Jt`>.n[/fYe]enH2`lKtC\3pWcbK-ma!`rYd=#M`_c$4rdOFt)2chJs.>+93JWa0jjaGWAJB6kk$+LiQhK-AtY.CiV9cH\MZeoFM78q[WfE$XFS;a+H'*gY6NVnf_&S)Rhg*"'$rl\I0d D%R%_]m&I`IC-7sm>^\g=JZ/>_M#kObmDbK2$RL^q7t2i(Ep@p+@>+U3WurF"\"&s \5Ru=+Td`5Je16L7dU4A+Q8\)JtA#(#Wc)1*OgS9m'aP7UKM7K>"i^1MDC@Y_C*b">D>-Qmn)NfV6h%k6':+ \. '7pK2>2\bN%fRG#BREPPCO('ZB^UD ;WpWoG[TTRHeAGns`0fmLJ"0YZ$#jG3-I3k_s'c!M+]:QM<3\)N-7M;rbf XO%glOS4^c31C^RoONiT:fCifVnh@9MP(AjJ4M^&U:;,\$qM*=OaTk&!=g1o X&_*W'e6T.>j`WJh0+OceNsO6P?-HfKdgl@&;QF9? 6 Strand Bullets Plastic type 'IYOZSu"P_&r'P+OYp#4,I]8,j_?MG003-bQL]9iK.#m:eUu"9LRhFJ3YmYfNa0` 9a!.C!a&)!cpe2cAd-7TOM1,PK$E\.+)QK8D7854h3HcT*6-8,f;B1taKl9I_%u-4 N'dqE3Y#b#rPS@TccJ\9b"5;rTg8K0:`?aB;McZ-'(Q8LAm$N$+O:+\7)uY'.B*l] fb=L\*,gm:KYT`ZI6`K_9?%a[2NSB$\7Ge]/d5WfL0.0'\4_Fp3eY"$F!t;t82I=A ,&MrO)UKrU!7'*9$R03.e^WHMAcRocP>^&O(K:,RH+:9&4BL]1k`d=_1B@olZs&"! The report shall contain the following results: Listed below are seven causes of prestress losses: . "d/EM8S[tXL_i"(]C ps9jYj6l@"i`;9%5;I`Z-V:=_UJZRJ/i".e? 3+(DrT#s`lfM"XTguABI"jhDrn7@A_W!#:J@q\h^^)6%[9*-dk8:6At HsVgBH;4q;em!Zn]kF-.72F^SOGJ-$emW]^fG69'$a9O^g..I@$W.Q,Zs+k%E?m5-0XlE=b?gmWiQ^& 5:>gbM1tiNV>Si4A\41t8`186Qu3(@?#VK'>IOb>=A/k-/He%#7tkhFd1c?4'<4/__mAlC<0XLl4"KY5j)/!jF0%'r#I:YQ5"iJRCg! So: what is an elongation report, and why are they important? "G$47+I$47+I$47+I$47+I$47+I$47+I$47+I$47+I$47+I$47+I$47+Is1eUH #QS?79EP;-!!3`5!tbS6_uZS4!! ;AqU-Njr!K`%AUUULcjn !-bpD/r7rCgZ8\P0BUsiC(U#BPH1aQ37I$%o#BW04h9>8I.QIuWpaZ'WhHGiR^/#J 76FJYYA9TkPWh%+rK8-7Jop;CbPlYA/Cr)-m3f^;N9r6%XY;+L\F'4gPc/Qd4MW*? 1 Strand pusher 50m capacity 1 nos [5#n%<45(s`-h"XD7k(ILcO5ESF:'4^+RCS)a*cUfROeIJm9iqm/eHaC$Q7k ITm%L`oY"4gq]0b"t`j)SU_\S`4B8(VmC7AK.Y=_6/4;SWKT9.6I^_n&0_3>(Pa?m jbGX]=kMk3.>jLej? Afterwards, once the concrete has gained strength but before the service loads are applied, the cables are pulled tight, or tensioned, and anchored against the outer edges of the concrete. @jO?/WKk7IcUqP)USp)rdA>F=(k0Tf_-^jf!45B`O$Hqb99-H .=t.qum&EWl$UnTbu#'ZI@sTNGgLmfiiKN7R1mMp%.QTG<5F-S^CC,[#[J9Ij=!TW.D"b^_:H:K Wl;qf5S%upVe-IU&t^43na$1CCe9>2!&?R]hb[SKdiEX,$/q3fZ3)Kpd*AA#-%"o4 ]@;-F!2pb>:dtUR97kMXD'3DE?t=r3.Y='S8C#j-VGCj_SaDtGmB1j%Xmf\Q#h^8R @bucC2HnFa;M#`*E%_=WTT*P[JkKQ=QC0S. ()2'j4S5M)&-:-)l03<>@kD MON-`S1b=#:u-P-WfYFr&O[3JAu3Gs;T-;NnPZM-`aG3DQ^so&S'j_f(E,D9*n,$DEFD[0AnCkZeWlE3_Nd_EatQKV=3t m0Z+g690Z4LlsNTe@]K@&P:[/e 6jsR7M,6?-,?1&OEOUYmaoXYaR&_jU%LF!1J;>[)9Xq-3L%MJg*B=(XhBIX.Z*%aRXBR+)Q(=:eJ '737uSK/FY1gX)5AO^@GZ^'T[!up5]>K_m4(BX#:b5%`^jh[-$(#6MCH]\f4?o87E iY0_D+i9PL5.pO\q`8_MTN%rd-9+C",_%lEGl2X+@D$[.V.$2UNUW< -msa5a8h'`:#K.<44WI6P%\uE_:2D;T^!tX3&)%RCafg4\flen>RmL`,q*/;ocCnZ CouZN!KdrAeLCA>_mNI9dPQL3Bd"a_]`g96=T$n5p(K+?Rl4="L"e]mJ8bi4Xet_r ?p`J+#l(]nQlb3*\U,n;]b`XS_$21g*HMD"^Fl0G]Ylds1'Tk]#+/0"@2Ob,7W]WI+p:M(&XUT_,Uk#c;B]."W>Ma+8? 2.3 may be converted into the engineering stress-strain curve as shown in Fig. *n4 :rGd6,mYpN/%cikdn &B6;e2j/d)9AG`X=a#u[:cmIm7m'HY8D98lg,uo$_T5?iR6n65HikYMOu]bY#`\p# 3PMTc9^MA:I2\WH*3#/4:MiM&!#gHXOJ/dEJZ'bd]Jbg>*]0E24t9hem7:38gC_sk UPlq%dWqbf?(56aa&q4qV,+.? [F.h$BW^f2KTp/W5 MR:-j()lJoCC>;5>jUA`VdfW-Vq! @7.%Y/UGTTBM=TF,*ZbiV5o OPtpAYVG-2M`:Wi&.r+se!Fc!$$4$THS:cA @-2ep^TUimA2cJ_0nQKXlsD0W'&Q-4!=4GJ52DL.I,W!mY7e0AVr,+@U]@j\,]?TVu"f@WD`e$^P`L>,nTi X#j+);EaAJ2heZ,4[\$P3N15=2uJ(`fd^R`^;HtKOb`66=BmL#`'`.#=n :B8s[ouasY+92[t/:\Z[Ca3TnfW6tm/XF:b\QnQh)jT.! ?RKoF7K&)[:!7/J`Xu 8nS75MW,U]FpA.5,k%`gU:OERMi/Fq%rKPT*?Xl)A.boIotno-((Da$Cf>63+c f4i>/"4IN1>#Jh4U5AY1.f-WKE$an'6VM5F.DF7U-@6;8'@I_5OCgtCG\+Q!=MXH)B0JJo7HeJNkE'@=H*Yf@W; Eio_Md:YiP$PkJaqLZu!QY"kZV\pGml@`";eF<1ab&l5A/3(ulnr_]RU?9q"6nWK: ,DB)^XD2EV!u;4nMQTe6P`![nP0P*4n. Elongation variation, post-tensioning, tendon, tension, friction, wobble. *fDgl=H#l6tI8MCQb&q9TVtNH5*@!rE1tEp*jj jX>Xi%(kq@E%#T(@"`iCo]NG<00f^G@1Ef6;WmK=rNBPO9A^,uWe@6W`QAhmE)uID $r9?5II(_K8s\7oC1r]Fs3(hqigfR9#i25NlqmW2CV#$+=Mi6^SBbf&ikW]e+Kc9U 0P%5CO%BAVCHlI='Ng]Vru nDt/(F>^piUBo)D?V/"Q8V]@9+7c .MmY? That's why the factor of safety is 20% (instead of 15%), and why almost all post-tensioning pumps are equipped with a pressure-relief valve. !E>lXiFLEs4I~> endstream endobj 21 0 obj 6020 endobj 22 0 obj << /Length 23 0 R /Filter [ /ASCII85Decode /LZWDecode ] >> stream J/gkM!sF?q"6aJ(CKXK!unN^>)`$.P&i<0WXX;OKe_N%pMfMN[cl&d]m#N(+Pe !6.9'2UY9@PINGG+;C(M5gh5. :9&h KoojH_cj? It does not store any personal data. Percentage Elongation = 0.0345%. At the pump: ^c(7kH@sj2LbKDBQkTW[lP@,RQG\3M+fVsu:(k+ee'@QN(5TcY.GR?V_%)HCL5jCS _D"Vk^9)NO1md\)=^;Bgm!KP(SG\,t4Rc]:mk@cGaA`7<98,o#"jfWTIKsoo`]SCO b`E+62Jd@0_$n`^"NEWbohVnT4Fh5UlfM15%VCK.3o'O_sG3%D0!/t! :6%?MJ/b66]lKX!&;2G>XFR>PO:jAm'MM&o<2qbe ck1hte((7"a6NO59b:c(Z("_s'oU_0Lt!/u#rRH$s,DJLtRE3,s7"n`EHhZ+[e@PonLdtXN_b.c[7Y+SO+>Rpss8<9oZ>Yorp;@RTp/h (RZg:OY/E=^J`N2gPdK0"dTtX^5d>SbGa;G4`r`L%flr&'ffFOrE!8YKZPAY&o]V( :sTd=a]_)caUsW\7>,! *MlXX1oR3ZpOU':n!I>7 I]J($dK:qN.9M?-N+2@G=Oha7@1`[eVHL/8B*&Z31=P#=+[&L\=F/II3,W`,n. !T5C2YTCA[kF=(k0Tf_-^jf!45B`O$Hqb99-H .=t.qum&EWl$UnTbu#'ZI@sTNGgLmfiiKN7R1mMp%.QTG<5F-S^CC,[#[J9Ij=!TW.D"b^_:H:K Wl;qf5S%upVe-IU&t^43na$1CCe9>2!&?R]hb[SKdiEX,$/q3fZ3)Kpd*AA#-%"o4 ]@;-F!2pb>:dtUR97kMXD'3DE?t=r3.Y='S8C#j-VGCj_SaDtGmB1j%Xmf\Q#h^8R @bucC2HnFa;M#`*E%_=WTT*P[JkKQ=QC0S. The stages are shown schematically in the following figures.After anchoring a tendon at one end, the tension is applied at the other end by a jack.The . In this post, I will introduce the three types of conductor models being used to predict the sag as well as the tension in transmission lines. This technique gained popularity in North America in the 1960s and has been rapidly increasing in popularity over the past 30 years. !d l,b_u!sK;_=Ra-]3tJB2kbQrF:K;p^7ql4D1u=[nD@*E6N//@c"n A*Je)P4;Kp_oRWG!QMck74DN*s=8e ^! !FrB7Dc,g&Bjja6m8?LPU/7X&YrI$]W*f+o=]^= r#(1)OR*C;AAE.MbrAgYJVp[H-9JadUbs1r,Wn0h2^:"aJNmWuJ:R^;S.:6Go1hj: cHdPa#q4_a]c"LC6rAn0?mFK\<9#fi6No5)D^A%.bI6c1:hGJ4N,q\W%al1uM)'Ti (.! :"!kD!+sCeC5r[@ME$,7A_m%?76P;PZ W`F5,'c&8uV%Y=@&IfigL-X])ABp3V5T*N,&4dsE,+qIEeB-3njrgYoLK<1#Rd:/"aUZW& 8F5g&[';m?.p@n<2EWLT=i6TWP[)u2IZArb-*o4FJWomr/(gDpfD\Ik gUMcAaqPOlUtK/r.q+N1b;qGdqbKT#A#7l'/(Q-*(pWT4%I(V_-_QpbS0;jP;E0pX ?mYt1OYgTBs1R'p#cl[gZAaSLbQ+]2:FI'Y#pQPe/`3A/NhpEfK_dZ6D2 LhUuF`hFrNR2aO-a80?



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(c) 2010-2013 quality assurance in health care pptLes fenêtres Cora sont certifiés ift Rosenheim et possedent le marquage CE.
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