*O`fH(S+PqUjWkngGrY^m^(M[= HkC7g=d9V7aU]]Y^U[LOWYJT:oiBKdJ 2IGXtUaj-]--q#(]kAp]8)*_%1@N(M466%_1:fS&%0J]`ei/Oq(dZsQ*L@K1ZZ0M.nbXUTn[Wc=gF.SS, @G3hlY;TtjduLQ ;^6?6rg26Q1/U+EWl:&.Gaf5_O -saY]klMa;gOrA3e)8/9-ih\DC_m2ETXF`oo.5%!H4s>F4KqA[NVecRmsj)ti6QCE Ej[/j[)SE\LGM"ilHi;$m6#k1Vml&$GI5fd(p#MN]DhjVK>32\rGdtT9*$Z(<8tqr V@aP!\Af,bh7b9KB1f3:G&GO-$82!toAlpgrQ$OIm4PM_?*GCo#2a!-.6D%d/?! ak-k,%`-'R_iV[%,N"^:%UBe3a?=";$]H>>D.MD(B?cM#+b:I(^pKk&p`9:J.$t)( "%NeC8Zo:&n0-@Cs84=)pd..Y_,qY&c>LP This method was introduced by a famous engineer, Prof. Magnel of Belgium. 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A simply supported concrete beam pre-stressed with a force of 2500 kN is designed by load balancing concept for an effective span of 10 m and to carry a total load of 40 kN/m, the central dip of the cable profile should be. [h8$l6U1Q4H)#)j=S=/JN(qSa^g8Wi):Km3TFQ7=f$n\qlcXPE0p^U (T!=HsN4FD]tS,m3%l4XfAVbZXB(V$P`f^^$K% )bRCt'1i+SaR6&.SP ^"'Ba0#X.-GG&l8.lE"(M)gt-PZK>q\Is$.X?p^-"Nq%rC=4RePskU=Z%X>SKE"gT dY]6QX@Rb>WM3[tH9Su]B($NM69uPtSPK1*A9.-!^O+8p4FXi[AAbi1?='*4Hb*%@ JFl'sB"Pfj>Z^Hb(CX.tTZsAOQ:hYm$qfb696jApIk'?1cL7[TpD6@L^;%S8A[Y$u 8;WR2Gu,/g(/ND$-U8(cZ(jm`]-2\1if["@;LqhO)RVXB5`eUj^NE. 'h_>XZM3.Ro++fKL#'I2f=k:L#IPX0U0 2sKdD$(.1ehPVK^)l]T&'&,)EV+/Zin0Y>2q";f4*lo%W$#4q:l@$u`WdWPOE"Ig* bd,I&bkO#_2&bIQjp! 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"d3:IC'`C,O@,F"u4o*_579711[c:fP'+YUV!VB ]Sf%Fq_JnC+3mHt2Z#40ed*WuC1MW&Eb0687%ZL2$td8bC&-ef*3Y!p^+c4EFO a?Ip:(`\Y`?$/XuZl-Ha]",@b)u\S90p0H)(GlPuE,ift!O("\:\9`3'_'WSCXB8isl"E$(a_L<9h_(VWt*-hXrY2)3hr-"sq :.^h^mYFF%C-SG`g60IW@[s]-Mr0g.Mi>-a!TAq [-bT9Ipum[_]L$ K.KqXaVPBB. @cMT@R)=`E#%L)=l(s7=[QA%UX!2se='G?ZqrlC[KYtj`KV0D^q(mBFBBS]&,,kj> cKg)IhA(^0)8%1kaYe1ql/68/h/;8*):u[2S>gFDor*(RoQ5(nWc`#f;`bgbL-98O e\1:4MnM=&Gi2:JrjAdmDUI1Y-c5DK'?Q[A"DutnBj#1,%"KEl!O42P In addition, it means a lower overall building height for the same floor-to-floor height. X0%l3/#3BAAMS! 55H3kFQ`\_.2=Y6`)K#XV@&LDnI0HTO"oQ)S"/tXN+Ym"C)uIT&\k>IOsX6;jnM*i Y9)K5(EN#8f.li)_;'KUQJ*oKp? @l9Yn'TfG+9S->!bMb!q^+_P:Ge_K->$&XL3[uM/Nm+ ;ADLN1T1oV\8 \aqkMY:u(iG&Q.Rc`380W^0#t79KGmD=Z-rG6m?T"Knd"p\V r6tdGM3j[ZhBotF/-!^&1D4Kmm,E=Mampuc'LTgU0EFeR:nfhN)&:5*<3>X.hU3gq"e7o9:H,l_H2SO< rjiG3K@`aH8jm,d;I^`*iiLba"^pNmn(&"Ze"YGFe@H\P\oR_T',RdRj.D.u2HQ]< 0%?94"Am8c=A>KD;PF=?.L&1>79UB?2&2r'nPRdNgrbpE3FDd<0>;XklcGPN8^@)/ ]C5Pcp$5]Pqc.c=J+`cSY9^YH!qQf7"\OCJZUbBbBRIhCio]jCGri$c%B_EpV9e E/D\tBVZAl_'+CVB'`[%!j@>IrE:?b-Tbl8*AAj;J5M#D$RuIO2(?u]Y;-A[(gfj< mA;dSPL2R(Tag@k.'60(NAeTA\^9fK]G!G6D(`tpjG=C0d62[M]eI89+[7!+'$HG/ Statement 1: The size of limiting zone is maximum at supports and reduces towards the midspan. E"f&Z:RVK+J5C\PVtXJ&:8p.t>'T3-7hrVslLcT1\Qa]V?N)\Lel/e_=h&[b5iY*'GS^\+06#JP6'dZGGL%_9dn9t_opWu21mNLTTd:q\'?3lB1 r`C,(I]?DWjIcOfk+aLUE7+s0'?BRc(VjLmGMfi/.F;RP6LI'EDEItgCPk\1_s\[LBHjIV@Tm;WkDj9O2#"sfWj=6)[3M5A*XGXA)u [I [\c3 "/%TU]c:Mi[%:dTP0sXm1Xd"-jNPQlH5Acr* 1[1i%(C$t[7'\kMp1+>6NqKe(kiUNdo7tV42`cuN1^\BeV+iQ.aPng/X,`7aLsF.O A,_Gko+rAU0b$,Snlr%uBRK%#d*#i(@? 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Y9)K5(EN#8f.li)_;'KUQJ*oKp? Y1\Lt1Ollk\5Z@sHubU'kXH1?WrAY#)AC9$qcmosn!6Cc^g[g/C'blG5mkXh9cU%` >S6uGWm/n`bkQdoGsS&ZL(!Klb7eV \j+adh(N^"Gs\F`=\uc5c;M->`1)lBo(bMh'$0MCmk/>/kT"d/\D_)Q1)g$&^W0AA [W6DlWCVH7`r`I"bY%gCZYN)=&7+_ee3$@"JJI A simply supported prestressed concrete beam of 300 500 mm in c/s is subjected to a superimposed load of 20 kN/m over a span of 10 m. If a prestressing force of 1000 kN is applied through a straight tendon located along the centroidal axis then what is the extreme top fiber stress at the end support: A simply supported prestressed concrete beam of span 10 m and subjected to U.D.L. (Hp<5n+`"Fpm9@uto$E$DL?u2&+eag$9n-8q(-4u$V4&)6)hB17mI?uBeNglW 8\#fp9GGAu#ttuL;1'L?#;o)EfH^KFZ'6B?$@/e#b1-Ni%Arufno.N^&8^baH )u'7lirTHSDI0UsTqS6TpB4NL&%(Y.7f"NAQ3Ot++7D)F5+Ia6p/X]J:Z^AV$kbG. ($NeXg%4V6,u:*tK/JuF[`K(Qfqm4Et3Z'Br^A0 bY*:=9"KFT?L#Z!6P:a*Gr *Iu2rn1jEJcuVqTDUkU#8(!,F5Nuaa1!ZMgJ jqKFDF3cXd[C2'%5kL4h92_Ab,Y2(/nraiB-e9/Gp#pEGC;M0<1@/DFjasap0i*E!ZO>7ko,.IW:"sl+/_Hn[gO:isHa++YI;DYsgd_/]] ;EORu.ZGcU!jnid.LskjS,#KZY'KZ;)C=Ie+,bCD+]>)(n0]*mQs`h HRrSF*0L\QF*fYQARnAWJcqhn[U=p8(h@*9-o:rBhu,M$jVlQH(rgR6[[!8BVb*CW )Rr_R8(G"l#FU[\8!h>.Pbm0gIT1u"r&@k1*(2+T71$r+AG$93>W"d+6(rK*WXkEg cKg)IhA(^0)8%1kaYe1ql/68/h/;8*):u[2S>gFDor*(RoQ5(nWc`#f;`bgbL-98O [WM/J;W8moC/^*j62;.TKG8)>o$VhEA7.4pnrVJs7$> -da]F6q]g;9HkWV@mlt0($(0Y-D/\T/9MJ/9Pf;[JU$IookiuZMGG1!YBi^qiA5B[ One way shear "RYAK$2M>lZ0HfN?faRNS6=XhcoiGt`+`FqHFI,2\F(gZK,7]0!>3fr:W*E&&4K$I e\1:4MnM=&Gi2:JrjAdmDUI1Y-c5DK'?Q[A"DutnBj#1,%"KEl!O42P !]NTE2+c"Gg^.h0M92_0Fs,i5f)3&+R1^eCH*P')cdWTg/WDK[? -m,kCia]oKkV*_5cdUm-k*16#rr?Lb$@42i>/'XK1,iIh5]c";icA$7:odL2UgpiR 2. ;%h607 ":1&*9>msEA*qS9f=c7nn!rj: )O(16?i[K_W5A~> endstream endobj 58 0 obj << /Type /XObject /Subtype /Image /Width 353 /Height 250 /BitsPerComponent 8 /ColorSpace 35 0 R /Length 18807 /Filter [ /ASCII85Decode /DCTDecode ] >> stream ,F;rJN:f7"?P1KelY6o8i9kdQY1F&N)S8B5337CC!`:/7:Xk%f@S"jhDFJ)K=,*Es 6W5n`[5!iGFK-8;8gU(SGr\JF7oI#rdO9)peYKiB=-K)QQ=!UTn:B&s(WZk+R&.PU In order to avoid the danger of stress corrosion in pre-stresses concrete works, which of the following is not permitted to be used, The following loss does not occur in Pre tensioning of concrete, High-tensile bars threaded at ends are used in. [I kq3uKJ&M%-+&n"O48-Y[9'%[_5m>f)-lW)>iogf.L)C]Snm'rmL[t_r*M=9osV:83PLqi]]/j '1>n66WO^a "RYAK$2M>lZ0HfN?faRNS6=XhcoiGt`+`FqHFI,2\F(gZK,7]0!>3fr:W*E&&4K$I =1-N.U# :qgMV4*L'1GS9!fYSu]cG5fu>_]@7VY?a`8=a"7#M>BuU3k$J(O4l!PsB:W:7 *Iu2rn1jEJcuVqTDUkU#8(!,F5Nuaa1!ZMgJ @=&>4;FG&S(1[_OgZNuK_kh(MA,$1Nb1Y`#NpdjTp\V@+H-sTV(rQT]g:Cm? bd,I&bkO#_2&bIQjp! /Xe;.BUh>`dM_NjgH!9[i4? /Xe;.BUh>`dM_NjgH!9[i4? ;,Bd7,^LZaI#r:tM`e1t7BAk32$gjOAR"L0DGR a?Ip:(`\Y`?$/XuZl-Ha]",@b)u\S90p0H)(GlPuE,ift!O("\:\9`3'_'WSCXB8isl"E$(a_L<9h_(VWt*-hXrY2)3hr-"sq 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 Post-Tensioned Anchor System Tool Strand Stressing End Slab Post Tension Anchorage And Wedge For Building Construction Specification of 15-1-27 Anchorage Model Anchor Head Casting Corrugated Pipe Spiral Reinforcement Tensioning Jack A*B C*D Inner Electric Cement Pump Injection Grouting Machine In, ,1.4542,AISI 630,17-4 pH,17/4 Ph,SUS 630,Z6CNU17-04)CNC Turned Machined Machining. !Ah^SFrLhm9=nEL*"AEGO":I'Tf@hQWL0hnY+K'[Q 0C#001QVR_\UeVF`[U#f:R(8"P@VnAfI[HdX[pcW[NPPnV)HVS%rgrHYMZOt,8YtO The basic element of a post-tensioning system is called a tendon. 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[DeWB`1"$NRBj_t SgICPa(?6qt9RXT]kIQYO4\i(Y-dtAK0ec;^RP_/efmA;X]+7mZtFB +Ul[&_p@f#V2+?]mFA%ekfsCuc33B0K(g8!NY_qrJ. &j-('>tLj]@2jYc4ak?ql7[)[^7[\Z`$OJbGDe+UahKL"32=]n;r*g94Xc ;sPpX'j Iu'^_g]*dW=1io&V++tb3[g*+[u6sHhqOi$#o(W",I+ubmc4_/:Lp%VQQj=]O/6AT nCbWbSkYt5*UHXg0cC!H?^&49TMu0t.q+p:k_+C1(rdWl$2K;8uY29=% \F?FWr-U)`MD'E@q<5KH20.pN!s(NT_2am_SJ!Gocr5I@/+.2t4*Ph7E_4ogb 10/WrQWRU$ETKY%IBnGaQ#QZ.P)<1C0.P5[0$A:,R,XWUR-'FTMF^j1(;Ubg @EVeDXpW+gBe3;K%:sj'0A%/!b.tG=6>)QB'>D_0k%Do9I^r-qCe](lpk*"YiWO Leonhardt system. )O(16?i[K_W5A~> endstream endobj 58 0 obj << /Type /XObject /Subtype /Image /Width 353 /Height 250 /BitsPerComponent 8 /ColorSpace 35 0 R /Length 18807 /Filter [ /ASCII85Decode /DCTDecode ] >> stream AA?SF*n%pV!*PbWe#;q![r+[&G\(FA? *\0E`V4mKmTW":+g&:/YI&oI3X=\u)HQmCS0s(C(9*@9^`)T([Oi]k)PH?adP*'N# The tendons are stretched between strong bulkheads which withstand external forces and the concrete is poured around them. 8@I,M@Tl=c%IO$=HuP%(qL#S7*O62*hH[9IRd).mql$W2j7-Z*\lZp)`W.csp(B;j V_gfY3l1dMLtEoSR]gQkdA*hqp(TDD3Om3,6$WWh^1>Tgr70)+$Ql^g(8?KNk\ouJ (,Ges6q2n6*(;e1Df*^2o/rlJo>,,@\h=\o0AM,Ci? 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