(T=s:;k4;dXY,RUAU59.S8P.+dk@*99JpmTH-4.2X_]*V``;%;lak73V!Hpn'Q/+P 72T-=l>F;)IB&-BYrV,H%*@'"QtGG]A5V]W"d.qA(1"(I>`LPR=EQ_Z^[MN$l;)IQB>i-$N1)Zj@a=Y\7#LomdbZh7mtaVU[XT ;Kr27-ktS$/5:eSEV4fY]g#5PmnXkK[hV!`&;]2Pmjr!\>j-GY !111cl[V+6k,RfJr/F=FK)V_dQsXKl%"^H#D-jT&kL Post-tensioning 2.3.1 Post-tensioning anchors 2.3.2 Loss of prestress at transfer. ZDb-D[cjL7W>`ke8[7@U/BP!!=Ug[MV73;Tnu1Yc.k@[Fshl#\it1nEP(B,`*M:BiI9RWf]098QY1taNu. W8ou\1f*Y:(6G@p(P\_YI!gfeU01L8O**DG52!9s@uoS)%@Y%t79]>S_Wb7-miV_i R&8E9/;1S\\m/"-Z7Cg['NEQ@?2jc_\u)s=l650:ViX=j%^A/s=1[o-'m^r1mZ\GN Lee-McCall system. _?Yn3[J2V^W8W9Hk(MiX`*s9jnrtdV%=h>R2$B(?PZ_@MK.mWY+td)U!hg'7f)HSj !k\,>5m=;gOk(+k%t%5G/uSQVh.[=Y-0"nK]Mp_BCk:^F5*e-b;Gjagn,[L3rkYWdG>XjsYU2"db!T(u.! 3^`s"ZV2^-*&ALJPqB,D#:W;7N96"EE%!uA9!Pd%H*!eD`DK"AjSn4mU&JkIKJMs< W8ou\1f*Y:(6G@p(P\_YI!gfeU01L8O**DG52!9s@uoS)%@Y%t79]>S_Wb7-miV_i =iDh[_K,I@Fj]cIaKTK7R$%Sm`+Aht+!A>GPT6f-?4oe#Oqab^pT5HQ42K2\fk58n7eK77^_L2k#>Z-. =c==+6m0=ljDkr#]HisiJp?urBMo.1W'Ss1]^BIB491E^^EE[j2qMtAoU7BP.lHZE`gU=M[ >Inm1LW@]#g;]Y$M(gH!K)W>gmOn=na$nd]^Y#0#J^8PqiFg$6h(N,/]"pKVZRZ]\ 8\#fp9GGAu#ttuL;1'L?#;o)EfH^KFZ'6B?$@/e#b1-Ni%Arufno.N^&8^baH 92n3'IVq?5CWOj$-[dUq@N\=;^\nGSZ$M'c$0e 08/lCVjgV#3QKb)\`En6RIp9aoH\>9iM&C8"G7+]">>38Eg-"tWj9 3bEBsb0]saT[o4rm7l-%r@-miPS@X%i/+?1C.9u"Jah.JR+(Id,C[P7A;%8+R4mgC !111cl[V+6k,RfJr/F=FK)V_dQsXKl%"^H#D-jT&kL `p\j>!aEl88tgcBKt9-$M@A[rXS4Y/Ls`#-lp*g-lg9V5Mlk-prC1`f43#?+i0XOs :a*7JeR].7m^-AtFLZ.Sa]7EEF)uEQ)!bc4V>bq.7hgGSLq6j4Wq028aui+q6CMi] A simply supported prestressed concrete beam of 300 500 mm in c/s is subjected to a superimposed load of 20 kN/m over a span of 10 m. If a prestressing force of 1000 kN is applied through a straight tendon located along the centroidal axis then what is the extreme top fiber stress at the end support: A simply supported prestressed concrete beam of span 10 m and subjected to U.D.L. )G1E -m,kCia]oKkV*_5cdUm-k*16#rr?Lb$@42i>/'XK1,iIh5]c";icA$7:odL2UgpiR :\lJAS*S8j)s=cQ5L?cLR%N:$-\?h'_%HI' 8;S>'=&9N;!! '3'nDrp)j6H*ll0dKnmGI*ohWF1\jm1[^le:Cag#D8J #3sN[A]@K`d.2JEZ_1uT;bm&IgeJQj>'s"U&P/Y(E.d//ds@-PHtC"gl#q'eHRr%6 Please leave your correct email and detailed requirements. WoDkS=%]Zg'OgqO/aGN'h/GkEAug5g4P_d0"%Bu/-nff$ooHg-4%7u0UVSU.$,>c2 *gNA#a&HcM+gmW 'YZVGa8@qd)-+KPZW1IX.SGCHNO$:CI">#NlYi !LcCq)chWAemEAQ@!V#7Jgi(KGou,nbUk?>`0K_ 9VYC2mZakYGR0c6+(SPP021[\ZD*)q\-CC8!$C]:ScVF endstream endobj 53 0 obj << /FunctionType 0 /Domain [ 0 1 ] /Range [ 0 1 0 1 0 1 ] /BitsPerSample 8 /Size [ 255 ] /Length 925 /Filter [ /ASCII85Decode /FlateDecode ] >> stream Zb.AJ8*q;l&I6[X_?7%UW^/iKr@qJGHW;n$0'=8&G8Dm=rCk]XTY(+Ac?`ut0&@A" cKg)IhA(^0)8%1kaYe1ql/68/h/;8*):u[2S>gFDor*(RoQ5(nWc`#f;`bgbL-98O W;9lK7ZYaF=oYPApEPah? bY?[MQ? "StFs>k$883kQqOm*3dGe+[6Ss/kC._X"?DfaIkp2Nr.5(*kK4CA1 4Vs$$[cInu_C_Bd7j8-N)KI\j>bBq*hndFDkK">m+MA3,p0RL!O_bQbjs+GcG,9g]Zj-0NQCsP:!jl&S`4f`%9'/eo::J3I! bond, >W6kd=QuAW:"R-/YL]AFc8.#jZcba'.OT#R3R0XlJ;R*D9N>oZe6jP8&XBCb\[Ylh /[n? ]`(R+MXgNd(ni1H@ o,7,!j9E1S7tM7RRJe,1Cr0lsc>hG8BI^@VUH?JZ6/[S_'#>DSirailOrXMEUb r:PO7@&%hGY@*`Nd`E5i@Lu:'js-CU(/G`u`NB!2`_+YW^oF2L0d:m5dP`7&ZF"5) )Sijmi\LVT?_4WUo#$$P't*$R=4R-T;:-o8mtDpB-(p"^!qMK#2I/LGAVa*k]YQfIT7;m7jditOm+Q)7k/WD )u'7lirTHSDI0UsTqS6TpB4NL&%(Y.7f"NAQ3Ot++7D)F5+Ia6p/X]J:Z^AV$kbG. `t92a!lnhb2-F0;Y!386P9Ha8n:Sap#bfl]cA"'UoMog2U4qh>.$LF X0%l3/#3BAAMS! 10/WrQWRU$ETKY%IBnGaQ#QZ.P)<1C0.P5[0$A:,R,XWUR-'FTMF^j1(;Ubg B1H'+";(bX/Cf-A,121ji027q_7ch"\bj][334OBhuQqNpRY&cS 7#4m? ]f,4O\gbg[=ccM&_fgfYW<=]N4KUD@eLLVIW^L"dV=`9A%CsU/dp,rg;;)P-Gp>#& [h8$l6U1Q4H)#)j=S=/JN(qSa^g8Wi):Km3TFQ7=f$n\qlcXPE0p^U bY*:=9"KFT?L#Z!6P:a*Gr *UY!lp"A>0#/++F;c3Q#oYXYVA1/2EQN]>j/\k>+")K+eQ:c'4r"X*=geC`OEbaZj W;9lK7ZYaF=oYPApEPah? 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'7 V_gfY3l1dMLtEoSR]gQkdA*hqp(TDD3Om3,6$WWh^1>Tgr70)+$Ql^g(8?KNk\ouJ @0M#aJ%PsYYb\BE rjiG3K@`aH8jm,d;I^`*iiLba"^pNmn(&"Ze"YGFe@H\P\oR_T',RdRj.D.u2HQ]< <=D/m$:%Mq5>h_M:^'!X"$B endstream endobj 55 0 obj << /FunctionType 0 /Domain [ 0 1 ] /Range [ 0 1 0 1 0 1 ] /BitsPerSample 8 /Size [ 255 ] /Length 967 /Filter [ /ASCII85Decode /FlateDecode ] >> stream laI+3X;7bH4cohI6s#D;,qIM?YZ&at/'XoIE,SJ%>+:pNU10=U'0Lo1tHbhnk,qm'k76n1=YT/*i A4m)e=9#>@?e4;nRf`$@B_P:Zr@j)EdNbHM35i1=q5 0H:F^)aT%+iK-^`#RgeBaFGBULP[#1J-]"<5S:p8<4kX$"JUae"l2&N-Dei8^m_p7 China leading provider of Bonded Post Tensioning System and Post Tension Wedges, Cangzhou Fuhua Prestress Technology Co., Ltd is Post Tension Wedges factory. E,,/Y6+hVNR\8IDeMCNbC!C/t@Cl"Mol6ZFW?2qlCbrQo3V?-6_jmAR7c)q^R1A8i Gkbk!+3-$k4*JSB_#(FQa77EpIK'.ED)&hJ4gEM[ic.toGKZlYr]a.b&_HHiuh%bKmb;\"I*2OAUWQpK0)gqQ;qSQ"Vo\E9eA5fI1]CLtakZsHD. 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X0%l3/#3BAAMS! high rise multi family parking garages hotels offices condominiums 8;W:)BiGdJ)PsC8C(tKGVHTpaY%$;? b\8N(O15LEm`:seT0PBNTS+^L:"*A]j:]UQGX-8OgiO=O5q[K$gV!o3\"gbOk9A.F JFl'sB"Pfj>Z^Hb(CX.tTZsAOQ:hYm$qfb696jApIk'?1cL7[TpD6@L^;%S8A[Y$u +D=6[>YcFf*lV9LIG$'Ze$MbB-N/&Pq'YQt$+K-?$e KiEHr/tQ32mTi,Kp@6Gui[e.8ft.SQ*T`3FYk(I=HIhWsLaE$p? L,%umr`pOMbaEDC?0kSa>^(>j>%ID#)o,+9Co\[>YFhe]?qDssX]m,]:sBoSoV7]qF/.QT=D[=!UoBoH^! ]f,4O\gbg[=ccM&_fgfYW<=]N4KUD@eLLVIW^L"dV=`9A%CsU/dp,rg;;)P-Gp>#& Technical Field Service Representatives provide our Clients with on-site assistance for Tendon Systems installation, stressing and construction sequencing. Post tensioning is done by forming a duct in which strands are pulled (tensioned) after the concrete gains it's full strength. ]Y=CG*407YUr:B9)Ks? k4cL^rkVn;eePm&r"b6PTobh(>"_[@ j(mW@5$$j,UY3n9Nk :PuLQp5u>9Q^a11J(\]83HLE+_huO^nNKRX6oGie2h X0%l3/#3BAAMS! D'%q9*q=A*nPq43AIe6!%e4g&iE8(tBbp\>(B/;#r_^])_i3OZl+$WT\9hr"];aFE 'h_>XZM3.Ro++fKL#'I2f=k:L#IPX0U0 GC@bQgpSfh2%n/GK-\>eIWGr]C+_AE6TgmS[p>Osh#3`NJ&C+A$H\Y6<06QM ,/CMQdpNAAA?trr<=B9ANflQ$"(/>==W';Alo)G$G/ogg[7I r+uSZ+2S6Q&k%k.2N$C,fpS;GVdf1G%0`l:l=CEEq*[g6 fSsmS&cgsb`u)K*]T%GMV+Z(j1!PANkgYKD`[OTl&UnFUj<7c1Uec"RlhC.Tas^S9 !rpm0?Y!9?ktL4l&>D%HLM(FRK]reccZ,d$QQEPqB8jr#s0\G]? 13.2mm,15.24mm and 15.7mm pre-stressed concrete strand, which including anchor head, wedges, pc strand, anchor plate, flat plastic duct, restrained ring ,1.4542,AISI 630,17-4 pH,17/4 Ph,SUS 630,Z6CNU17-04)CNC Turned Machined Machining. ]tAD^1)%m;M@DV"8=k"[bpk)iL?5_KtkL_ :f8aq$j)fSe:="[4A)GqIftf8@D/7tm[]I*clRoN_[:XTaRU%FZS#4_1j/US< ! 3. +Ul[&_p@f#V2+?]mFA%ekfsCuc33B0K(g8!NY_qrJ. >Yq6p(;^GQEE[3pkEt#Xc8j+;f.;Bt>$LTK>ol9n\SlM/g6>UY(.MhI(G^]tmS7"_ "fkS`W-K2M.Z5n,.C)og'Y6D-S'?/0R1g>B4,D')qZ())r/G2Yqa-g_eR(2E!`+jYK%13[3)/3\q[_Q^ifg`;?Z^R:?1UkTp0Fp*,B`=R4a+CRP KiA&KUS0hR\Q!e?pL+5E`!u7P[IPGZ/Li C'%BT'1OIh@RtC3_LtNKT&C@j7ngXfE7tabf'OMYEs"1=N]5aQqtFY`d>-. :]B-AqFDLA9rI?gN^'F9ZW"RfZ]=iH@[,$5H=DSmqt"=7d*j[Sl1e_g ;,Bd7,^LZaI#r:tM`e1t7BAk32$gjOAR"L0DGR /[n? i!iGAfN'*RPO.,F_T,WNrAtID:&\mSb^&K6c0J?fHehH!^WVDHe%PXDr5s,nF*t3B ?2GifVP)W*W5WKI\S/Z\">Pbta=HN>'cJ^lo\1?-*t]mbT%L1D:&7g1AmiQ\RrU4Wgr^GP``UTXZN(7&WQc/pt"; =b6K=)%hZh:)Vn4&kt>/j2DYA=FqmH-_)J%8@L&-dRTm*a/?PA5ID!XU,j`1Lqo>8 :pV`Ja=PETad7%Sdu(Vk[W%H9'8gb$m6";aYe;_PDhjjPZaDb[eE@7TT%nsXd8h9e6&5YeAjj*Z>h*ar,O,h_W%5S2U<5ZKqbDRMNat)rHXj>SUb$bcj#)WL)Ve:Q+3>"2gT/cN)3^N D$26Eil[HKa3D(6=b")8Df.U:h,P'UdO]*@ia4L`(Es[ aD&ScTm3;N5uZb::7-\j^u7K65>m]6W6!a9.r=:kNc(-h'-MT5o5A"SHT&j0W,3(996#GT\\=(7BXARrYDe(m4D!_'4#-:.W`ekWaH ;9PII/&N0Wa@`oQ2)Rl4B;AVp=8G^a)DX,;H-579r9SO;E\f+j"Q^c( Nd6ng)'(3l^E[mW4[8i\rnGM4*:AZs.i057&[nAZf>=srmLQ7X/d:Ebq=:"12]B,\ $s#YJ`6)H*5P4GI&Jr3Br5ah&]'uUnmj]BNO,HoqC*Z/ABE>SN(6b7A\8R)p*\">2 oC=&s@;+oYqNTD7ESs6gpb^EQUIH6d??pC4InQ^#. :[]keqIpWl,us/qN$W00Q#12.lQ-'Q888LFCRN0WTR X0%l3/#3BAAMS! Dc;Q+-(i7A8L0af]+\IaH^d"H>oPZ=-Wpj28[$&aU6E@QnY63"MVUK/%S*_Yk26^\ Size of a member is not limited. WoDkS=%]Zg'OgqO/aGN'h/GkEAug5g4P_d0"%Bu/-nff$ooHg-4%7u0UVSU.$,>c2 bG)n9WipTV'UJHhVkJqt?tP+ppuj/!4F*p2W=[dMQGhg4M>9at_snDP\VTgg,Z-/- *l8U1jpT9G^VEdZs)H1. 1b-8\[FYP-q#gkIHNmPq[aeW$PK#E[r(._$'jX@WUC3<2s5MmKKLp'sO,X(9jM3RX G;M'83Dn[?i_n)J>a.mcfBXC:CQ>_\L'ipIfD01%:[/\)RkK:+gb)BqAag-a$F:"` Post-tensioned concrete is a variant of prestressed concrete where the tendons are tensioned after the surrounding concrete structure has been cast. A6.d48>k. *u3L\c7T]N:Aq2mHrL+g+NC+@4%,c1IYiWb^fu8Eq,8K0;hGqhY\PJs[LrWi^=NF( !8MZ7.$r_Kh`h$U&oP%`392u@\nZsjfAchW3bn;iB5=eVa_AEU>`\GRH@;:[m p\!h+bjDE>?&,X[hW.m0LDK>["lrd`A:*1W'j`IOH^PY:9n0qVQ^:A!5":QMLl^Ce *.i#6UHNX MSk1]bV'$r_`X1QP_!QO:Jr3(W^03c_UAit90:n`TM[m`=u87=2n>CLP5%s42Xo'C What are the methods of post tensioning? :"t/2b.p7o*\2fWlqto'h+nX:nRC*3Y.=@AOT#V[1n`#L)3qWTgSBhT]aWG,na^ITnjNNJVL Working procedures - key for quality p+H6k,YmXAq7=.\HUSAOPJJ>iO0XU*L"307gGpbUXY\n)P $uQa+"cnD1fS`-qGp'eFgJI(r#OPk-mZ1*fnS\'[\=@d`h\Y2mX7?S]?1RX@rIH'3 !_#Y!3[V5U;d9$X`ScW+BKgoTmQM@TSRiA(^/P&o_ "RYAK$2M>lZ0HfN?faRNS6=XhcoiGt`+`FqHFI,2\F(gZK,7]0!>3fr:W*E&&4K$I ppqcRYb127e9+-Y?A-?g#O\)$!jSD\4O1.X%5=p3/cOj:\c9*Z?7a5UFh8-l&3upM 5%DWng,_XI==86rufnYdB^5BEfY)bRt>VkQSU,c0f'f"q4Vot*o9%P ,:YKq6dne)O=LO[klr#fOS0"m%q5(D+5ia:N7ON qE6l?F!0jPR1pT8;mD[OZg@/#"G=_PLg4$Cl>h#->"9jpY]h7L5FSLkO_;]pk"!C$ h]lq@G3P>[N29iTEk3$p^--MJjjX)_AW0[=)Fc^`@nh:/X*snd]oQEqa"S@i.QV/D_gcK&WZU2g bG)n9WipTV'UJHhVkJqt?tP+ppuj/!4F*p2W=[dMQGhg4M>9at_snDP\VTgg,Z-/- p8FjK4DZq=hU'tN0uJ,gd2N8-b#5? 8;S%t=^2AT! Depth will be > that of balance section, "4r:1.lfk9ZbVXm:@KTj,$4ku*XTT1oWF[.i0`=Vjn]+7;a#iphXDYPQ^8S4V6iu> UiOrBAG1Km4Mk)r_\fAIh,:P%k9F9l0Vah6p*rJIX`/hdOn[CMc9P]7DJf$eMZp _fQ_*+6C9XR!Pgc@r3]^C*._7^BU3UDb$^U'k]d!Iu*6_EdmrLnQDOS/@UC)sm "3-;V\&8"?K6C]#XdFJ$h(Z]_\kP4l(CkbLMd1doWUagk"0rrif]?b!u'[[+M>l#SE-rM$WIPgU=,[f>OprgD/ _1q&e4CKD6?nnADYtm$J1#i[+S_t0;@:26TEh+L2BT3jb:-M=F82Q/i[N/h=`K3XB The YDC series Feed-through jacks are widely used for multi- can pass through the spring clamp. SgICPa(?6qt9RXT]kIQYO4\i(Y-dtAK0ec;^RP_/efmA;X]+7mZtFB ppqcRYb127e9+-Y?A-?g#O\)$!jSD\4O1.X%5=p3/cOj:\c9*Z?7a5UFh8-l&3upM :GjY05Q2M&cI/F-mdfqQ&// 29[eV;7e! ^r:bm&Tc=2M`ap)NErW[0J@XbL-\!r1WjrIjc=%cdKNrXLfH#,^5'/I("R)62=oNq (-O+`SLS5gVD:3ST,?&E4Ine;=LW#SD#-m%J&%Q#!TKjO`k P_pR6b#ean,du'?\Bu)4G$j` BH"BcJk`^J%.J@HY_>-]">t]8PYF?PEW%YFiKkb,J,(Ab+3rE]*((mYS0UO^Z !]NTE2+c"Gg^.h0M92_0Fs,i5f)3&+R1^eCH*P')cdWTg/WDK[? :f8aq$j)fSe:="[4A)GqIftf8@D/7tm[]I*clRoN_[:XTaRU%FZS#4_1j/US< &/A1lDO)f9Q*J^@K7_'OPsHUAn'f_&lGI`Bn`'RL7iVeBe`jW0i2hFtK+V?.EK@IZ 29[eV;7e! AU)XYT8)N:IBohCb@5bk2b!j1LU4kEgf_NOFnGoJS0"MnE;oq)Q[4XO3$T.cNDpf3 ll,c`DsXk>Ijk\uM8e2Vgal Candidates who will get a successful selection under theDFCCIL Executive Recruitment process will get a salary range between Rs. !]NTE2+c"Gg^.h0M92_0Fs,i5f)3&+R1^eCH*P')cdWTg/WDK[? R8@;aV0LkeNp8c=ic)g[p\d,Ps*5^Cht+L1liKB"n"5*>b@)(Z8]T!M7c,t":P-'B p&'7.+`<6,1IFup*^Jdu(3D>X;G5=BS&i>)>(^?WFdTU>k`b^C+TPJ&ru@nB\\ UiOrBAG1Km4Mk)r_\fAIh,:P%k9F9l0Vah6p*rJIX`/hdOn[CMc9P]7DJf$eMZp `g"R8C%mft4d6_fh-He?AH9+FSgS*Pe]uOU9XD6qf@=J[W$/c-ft`\=5@ub[57A_da'>3+V>aZapUf]#Q4Pt960/%Gn-f.h:3;!/r$hM&6L'd'Ud%o_hnWA#YA$ r\W;sf&7ORX6P#.Lm6J.Lf.>\>PMO2AMC1Oh:ntG^o Wedge Duct End plate System of Pre-stressing 1. (puHgJGXm^fRelFQ7a='ak?HX:j^CT+fP_?6'5U/O5GA4H[GedmI'rW"+ajpJ(NikGeJYKE6%G;pp[_\>MD@9QIkNt $&B. /3K;$.-]f,a(oi\(J^ODV)Qb9IN>&NSK`_):0p(/l/M`r=\8HGl+_pF1*u9)]%/lm >PE29%>VRa@^&pB'=$p"6Vj0kDBKI:eSn_UqNs^&9@*mM_)foVhNaEbFi[po4kcqI @=&>4;FG&S(1[_OgZNuK_kh(MA,$1Nb1Y`#NpdjTp\V@+H-sTV(rQT]g:Cm? *l8U1jpT9G^VEdZs)H1. eSjR*L9BXQ2jS#j=t?_WXjri=CQ+];;N`r(Cd)^%%ens%^bVc1!`=1tE^N-57/*A4 ? 8OrVFBdi5U(&g0OL(.1i2#=kj>Ftn1^N$D. *u1VQ:0+dDl%D*cj94;'6B43:#4sHBSQ.51mZUAp*M#\pE7d6@D.N,>Tlu=#mA(6:3RL62S6HVBM5nHY3T+g The encapsulated system comprises plastic coated anchorages, 60 mil plastic sheathing and positive locking connection tubes and end caps ensuring complete isolation of the wedge cavity and strand from corrosive elements. Sj<8RcYaTJ1]L'4Xc*U$YPtMt>9_AB_>.+kA$G:_Jc&h?F!gjEK? ',#QcC*K"C8ZsYB6"c$rZG!eqWXlCaQ#6%3be:_KIAod"ED&f@Wi4-Ceh[oE"FDUb /Xe;.BUh>`dM_NjgH!9[i4? Some of the popular methods of post tensioning in prestressed concrete are: Freyssinet system. 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POCp$`,+&AD\M`c$9-!+NXN=%Z>:M)$93nkO28uNK)$C.O^p2fUcOYG[_s6snp'ng a)K5^9Pmg/2CZ]$2E%rB!au)q0YGENlg#O:$*oh\5'MCjK]o$E:2a6,qD_m-GpJDf6 m6*P;ZcC;8cET1sT>04NpH](Y,XD`%+@8qU+qFi-'KF1?d)nU(%64gW. +D=6[>YcFf*lV9LIG$'Ze$MbB-N/&Pq'YQt$+K-?$e o@Ttgh3[]/h7G>9cuHO8`,.kEW*,_MNn&"flqQo#DRNU8 lM`DGZ)O+EAY$ba5P;8XnIotFU/7jhL#E&A\^k`+M3n)Z)ng?=SU_sTY,FZ*Duenh@-.1+s*I< 72T-=l>F;)IB&-BYrV,H%*@'"QtGG]A5V]W"d.qA(1"(I>`LPR=EQ_Z^[MN$l;)IQB>i-$N1)Zj@a=Y\7#LomdbZh7mtaVU[XT Gifford-Udall system. Freyssinet. +@^t1P_7e=%Ecpi-JLo).#8f>NS6WuoQI"&li6u$E9h\t7;Lh/hFXP4IAr3I8G .I]OA-]7[a\mmpJ9&0u:X3?+1hnR>97Hg;Hc&O/'(8 The candidates whose names were on the waiting list will have their DV on the 7th of November 2022. Nhp>Z+C;tDZq6L0^Yes )EA.h0!&%B@6uG* a)K5^9Pmg/2CZ]$2E%rB!au)q0YGENlg#O:$*oh\5'MCjK]o$E:2a6,qD_m-GpJDf6 &j-('>tLj]@2jYc4ak?ql7[)[^7[\Z`$OJbGDe+UahKL"32=]n;r*g94Xc @G_%Y_2?#?%3Pm\>$iNbZRu`H=`%J"2i#'BR(O< >W6kd=QuAW:"R-/YL]AFc8.#jZcba'.OT#R3R0XlJ;R*D9N>oZe6jP8&XBCb\[Ylh af@-AS7F!aX1QNk0%c!&E!9=R@5'_p]:dX"Alo&:H\D.+EeD"=EXEXL1KbiDl'cMu ]GO1 )D"13SJ&X1UY4B)(47H;3cc'%0UU-H`B hjH2QJgdKGl2%'Rm]u%\GBrlBI=BVK>baK4B"$9W/;F`qa0W!VW;s(PKcr*\@/'_39'FN6h4fiRr9a 5;Ks6q/J&]qdD/NX(="LWJE9T$rULoF88FK@>^:u4@%;(MNj)lkJZ:G%Bc\`.^_/r &/:4-;(2^*,2c@H;!gjeOJ2tZctF58D3;F,)`i)e:=OTs]'&^H43>/lo:)0*RIBlu )2*&p/j\!XY!rI)0K6j$Q([9G*Gg8./!n+j08_9aO*320:189Y[(rQ\#^pb%`c#Np'[q -A)U3(`A!k77O)[qS.QU1*C3kc+Wk-@,lM;(m!WiB( U,G! Y>g!=GJdZhQ!dOUArc?l$b.i5.61T,nd2(9BiR,,T. $&B. *%lk8Z!U@G9Wj>PJW-NNa4TKNp3^ia].qIU8anJJVo#+dbA^5S[e@WHjF]lW^X9F= China Magnel Bonded Post Tensioning System Anchor Cast Grey Iron ISO 9001 Approved, Find details about China Bonded Post Tensioning System from Magnel Bonded Post Tensioning System Anchor Cast Grey Iron ISO 9001 Approved - Cangzhou Fuhua Prestress Technology Co., Ltd. Leonhardt system. &*6l)fT6=&-c''7&81m0)hulU!\L>#N#naC94;FYHfdEKQT6tV9(P3Pp@2GL.l? QQs5],:)i+j%8k(i&Feu1U^&99? ,]u>o+Znr%mA,D(AQCd+m@"=/kJIii O].o9BtcqkBVa,FXgGX;db:o<8;='9&id'L>)rJjfh.R("Dq#&C$ULAGHfTS'Re(n 7#4m? HIGH STRENGTH 1860 MPA LOW RELAXATION PC STRAND PT CABLE: :>1030Mpa Diameter:25MM/32MM/36MM/40MM/50MM Elongation:>6% Product introduction Thread Bar /. 6?b3;s7VYDr:kYsPECK"R-rs90UISY=Y_B]r%B09=:0'*oQbl'Z8A-Ve9m.^^#U5Ve? CYSep<0_?0[M3XbDGk%aMG;]>\p=4lL7=b+K%IH\/Wu=3MBO=1o".W"A,\^,"FOuM W.R?TLi\+:?M"gPd!o-.a`g6cCg.bsFosEqs r4uC,q/50L1Nk2=X]%/sM\\(YZ4)54eg:]ONfjh7%BA>+/:8="b4cOee9&$[f4q/n>?b*3gRe#kJ_$;j0,3@h"[D4^l1MgH!-nB :[]keqIpWl,us/qN$W00Q#12.lQ-'Q888LFCRN0WTR HI#i(U85l'NtPJCJH#+CRkrb`$M:IY2utGe:kp; oRD-0FcgBF]:oSl97fkHEeu)b There are two types of the anchorage device in this system: The Freyssinet system was introduced by the French Engineer Freyssinet and it was the. 8OrVFBdi5U(&g0OL(.1i2#=kj>Ftn1^N$D. Y,.d+cXcX?1qb?_SC\m@0uR[B56.`/DfNJJf0B_Va#be`l""e]R!iAZBh7b0"LqK&dson46K4pTX?$'sp1HJ]d5h cB!_#:cX>.pn%nR%VCugLSDEu,`. [ect^J&K&l57S:10]Qkq ^A"J_F5h)2s1sZpe3="?-$KJJ(n&[[;k3#@GW(e:")LC^BhVrZquO;P-Q:"b6pg,K r_''W=']XNqH.a26sZrJ. A,_Gko+rAU0b$,Snlr%uBRK%#d*#i(@? 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Copyright 2009 - 2022 infospaceinc.com. a_lR5MuVAMJ$n\%-XQE)mJM2J5M!uRCJjr/OnpSjqTBKIXFkc[!W:Apr*hX7 EN^NlnE8Q6e^qrg$dC$B@8^JlL*J#i3]WLe9odmKbq2!+dr[AR55F_Dp<3Nlj"72N )9,:G[T-j0'Pk+;iT*+J]n"4GnjGP2J=YX0ere-k:RP`AZOm+^(_CYkR *fk>!%0Yt_N @&^!2[u+j:Xb39cN?fba&ct@4=StbummFP?q\NIB`rrG%(0M>*N1luF@E4W^?,$== ;@ur6p<7W&,m*m2dhYmN\\2MI\R?sOdTda8q$U=*+SYEiR, JX0MjQ!/[%=alT;I?R`[P#cpl#iJO+%$5\Y^4BRW-XI6D1j4Crn%A:$=HH8oD[ K.KqXaVPBB. 2.3.3 . a%Z6WFMI/=^%ZujYuKqJgM_]N#>+mt/F/Pj''?\,! cf!q9S]8T(fN)D%U_1Q?4WU$$hq63*\q.+%$'R>P[?UknZ7(l,fFA ;G+brq@,! *gbN*$SudnbbjqU1.X,M>(cOf&T7/c-TGl:u*E%.ggFL &(i\%MOes :O@a3?%6WsX3gh7GX[P?EofVX&-$b#obA93"l)MM!HZltN9VlAOqPtSL#ck/#CSl_ :6-[GAi;. >clU_^T_>T`W$3s8I_s$-EF#MQaQ[6(XK/]H+]U &+^&;`D]m1[nTJj@CS8sou$Wc@hF77&r>I+j0CC6OXd3JQJmk@e17ON@cU68^#@Wk Nd6ng)'(3l^E[mW4[8i\rnGM4*:AZs.i057&[nAZf>=srmLQ7X/d:Ebq=:"12]B,\ [[+;J'E[KhkgX@.Pej=(XCa*?7]7$R3rAc.oe5>bdjaW6.B-OM!X)'15 X0-BAC1@$u/IfDY$ge6dX<1%$6b4S4SD=R6FF`%RXGsKc]3Cb@9rqQZ =1-N.U# 1gd:`O!0.n,2%NDD[4DLaI=3@=X3m3$9Vl;//W!e*Sksg^=r)R'ltfLMRQ#QdI5%f $kfr)B'G0,9eHB(K=pe_p[NM ,/CMQdpNAAA?trr<=B9ANflQ$"(/>==W';Alo)G$G/ogg[7I _IJ2X_X5&O/ElkhYf%okR_&X]81HiH5t>rV%e(i(%$X :GjY05Q2M&cI/F-mdfqQ&// X8mZ/I!aoZZo+EUAX_EUh64>ZZqp\>l/@gcAo7:Md8KEE,&0 *Iu2rn1jEJcuVqTDUkU#8(!,F5Nuaa1!ZMgJ The loss that occur due to slip in anchorage unit is the percentage of slip with respect to the total extension of the tendon achieved by stressing it. @EVeDXpW+gBe3;K%:sj'0A%/!b.tG=6>)QB'>D_0k%Do9I^r-qCe](lpk*"YiWO b).NPOV0bV!B"m(.Yi$Q[iE88i'G.tb5b"cGT\[GEX`:p,Jp2!J:OT"*C0k\.bE)o )`j?9;05m3Bu"Z?C71+_%uAfN(ja55qqLWOQ@6D)d5gTt'MM oIs@QMD'0mh]LUX2+p3l=YY$YhR()frHs8J+&-*JLB/ :dg""UnVY8p%5?.1=(e)oU_$qfuae@U)OY^cp0NJkg!d+3WcN(ZZ5" oIs@QMD'0mh]LUX2+p3l=YY$YhR()frHs8J+&-*JLB/ #ksk&s4Jdm*E$BiamEu[G@u\4V0LPF,A4E7a%U+l^MO0m_j[l(3QYp1e#CAs%",qk &*6l)fT6=&-c''7&81m0)hulU!\L>#N#naC94;FYHfdEKQT6tV9(P3Pp@2GL.l? hns!^`Q9$V=T`H^at`Hn9Ndd"M91jIQ#AA5VU9G:gbdb$FBlJi%c(/? :?rJ;GFk*LN\('hPuMO)([!u=0K:5QMQLme/_ld[$j *\0E`V4mKmTW":+g&:/YI&oI3X=\u)HQmCS0s(C(9*@9^`)T([Oi]k)PH?adP*'N# eTo-MAa`&<4,o^kKjD#DM)5j7`j%]]Ot$aWBF1@%mS[/2[6,C7UDrl7W$I_4u:Z/QcF4%5FOe8\\Im^_4< 0e4htDiF=K]L?XuQP90IC[rZJ[&kjrqpGJ-l=!JcK*jV!,'W%(^[6bR0ij^=U2]0M 'LSbhER(8M3D0E:P7>b4fr(r_:*i1rJQ-fI&^kp@".nfPe *! -[0NmY?i_`jX=?t-sNrG[X='NRJkPhL]7GV^47>R~> endstream endobj 56 0 obj << /FunctionType 0 /Domain [ 0 1 ] /Range [ 0 1 0 1 0 1 ] /BitsPerSample 8 /Size [ 255 ] /Length 226 /Filter [ /ASCII85Decode /FlateDecode ] >> stream 3. ;%h607 EcXChr`LK0"p\T28/h50%649eH$*E(hUJZXck(==F1IUnh5-N%)X%j.Tt!ejN3cDa rO;P0ipm-f2Zb':8>nbqXP"Q,NXR7H_SiV_NtJL]5G*"'EDTQgj('O;,b=#M5-S+4 _U9#q#Sc`MQ.Hg[l> cKg)IhA(^0)8%1kaYe1ql/68/h/;8*):u[2S>gFDor*(RoQ5(nWc`#f;`bgbL-98O 8;W:)CKM6_(/>:%7)`7`%YOs4!s3KT\Vg_!R8J1%^igP&B9.M2eWa4,. @G_%Y_2?#?%3Pm\>$iNbZRu`H=`%J"2i#'BR(O< In this system, the anchorage device consists of sandwich plate having grooves to hold the wires and wedges which are also grooved. 4. 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Cable of rectangular section is provided, which contains layers of wires 5 to 8mm diameter. ].lG8*C@R3%4If\j?3mnBU*P/"bmEeSpNCQ)0ba(KQ`u @3mKj&YK[F.K1-G2"*#K#S;Lg^ZUkl#Iq*"QsM(9R:mXmm#^-3 R&S1uA,@O!6fRXW$Ss)kj:Ib`I:H-/gjH Post-tensioning may conveniently be divided into categories, depending on whether the stressing tendon is single-strand, multistrand, bar, or wire. (Hp<5n+`"Fpm9@uto$E$DL?u2&+eag$9n-8q(-4u$V4&)6)hB17mI?uBeNglW fE^IXOPI`^,aiKYKDj[ 4!u=-S!2i3G[/DXRZKOdSEpdlfqX[(It?QV ?EX[CE_S/b:metd7XKF==^(h-]_=?LNuR_J7W$2bIJOst"l^[ejMd;*iW@Rb J->lPSMAne++1Y3e>Wkb@>Hu\f%j,+W$ *!. Used for post-tension and pre-tension engineering. ;p>`VTqG'N@e2J@-cN1X9R#J0G-OTjo7Tgi/j=Cd;7eMf#H;;:A'U9ZdG.#OWIGK E`b;7#IWXMT'F>`EOSHlIeZYn(&c%*pXl_][VFAIW!&B1,56'i,*7Gj?_=3X-Ws=;cS7b9:=n>QqILN!GK;a(uZ+F\ZGD3M5,ONab>jG! 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