*H':1:RN%!\t?RE8Vu2"l*`VIXW03HW>@ f#^:Pr!E`H"q&.i0WcRVoQtE#moA&dfBd3X2f)^*05OS;3=EPqM5t$934[7dnC. [nnFc66pd3em2oI\_h^e//OOF*/.WuANTEqFk*1TTkAN'L/s+<1 Note: The shear area of concrete is entered as input to some computer programs when the analysis is required to take into account the deformations due to shear. )6Qg)+LW25,4YS^i*:;,##P5Pe:`g\:dKm[j. Code Reference NSCP 2010, Section 424: Alternate Design Method ACI 318M-99, Appendix A: Alternate Design Method. LMSJ_hffM:_5.-l$SDMYHK?THGW%;#3=TMVY3`1l9+FY(,S,rfi$c;3>>->aIju @0U&Q0YkmD'MFs)=fu`TmcJ)2M_nmiK5a\F$%+)!aMM$km)<=4MJ78pKoG_ 5n]gnOd9W2MSS(3pZpUUru>?.hgCsLI3S.Zoq+jtS(k0OJ,m*GtCW6*`^6#^9Fa\Je*a .b@LWZnC;NHBEOSm\Nrt%01lJ2(uc_l^>`.lp6Knb"Y,7Tu1E`Ds(Doj6coNE?+?P BJbH;KRC@[r))VN%lO.rq^R6dA,5EES`3'o.rnuoEfU1>ZPBpGb*UG'6%_VMEPX_p ;p-(`L@u,@8eTOkAe.f[@4N^$6HY"qL*Ap`ji`iiW9d[jgN6'll#Ku8!hmYCXS`m`^RYC 5n]gnOd9W2MSS(3pZpUUru>?.hgCsLI3S.Zoq+jtS(k0OJ,m*GtCW6*`^6#^9Fa\Je*a endstream endobj 69 0 obj << /Type /Page /Parent 243 0 R /Resources 70 0 R /Contents 71 0 R /MediaBox [ 0 0 288 452 ] /CropBox [ 0 0 288 452 ] /Rotate 0 >> endobj 70 0 obj << /ProcSet [ /PDF /Text ] /Font << /F2 266 0 R /F3 204 0 R /F4 205 0 R /F5 206 0 R /F6 207 0 R /F7 208 0 R /TT2 268 0 R >> /ExtGState << /GS2 269 0 R >> /ColorSpace << /Cs6 255 0 R /Cs8 254 0 R >> >> endobj 71 0 obj << /Length 2411 /Filter [ /ASCII85Decode /FlateDecode ] >> stream 6@83b+5+?D9kI]IH,J;mI`AW%_qcZC^ZJ01-,R?kS]0pc)uHbZ_j.Y*mHI9XBN\QE endstream endobj 72 0 obj << /Type /Page /Parent 243 0 R /Resources 73 0 R /Contents 74 0 R /MediaBox [ 0 0 288 452 ] /CropBox [ 0 0 288 452 ] /Rotate 0 >> endobj 73 0 obj << /ProcSet [ /PDF /Text ] /Font << /F2 266 0 R /F3 204 0 R /F4 205 0 R /F5 206 0 R /F6 207 0 R /TT2 268 0 R >> /ExtGState << /GS2 269 0 R >> /ColorSpace << /Cs6 255 0 R /Cs8 254 0 R >> >> endobj 74 0 obj << /Length 2431 /Filter [ /ASCII85Decode /FlateDecode ] >> stream :4!Jl*i(9mQH@4&fY;d54nVe#(SW$GgF%"O^^XiabS-=S,AglOef+&3`3=6I=Lh J-_$qkUIMU#2QIi^L$E]m-IUcBqt+WZ7]mo9%dmCJQ=K%D)FD%/V(`R1Q,@uGTOBi CjYIDhT3;o*4UH^2j#J.jH(G6`oGm1A01jLo^h)\Uh8dj#V&Zmp.QF?kE!>bgb1@ii48G"89LEik*A/l]&Xk_^K`X/mbM3LT-?QrbkjkT.+=#0&MI&.#b(PJGgs3\YQ0FRZuEoX21Sn_rFj/qV. !_#XRK~> 8;X-DbAu@Y's3nH-N&a-JlQEphiGo,N_J1`AP!PlcGl:V+"[dOOOO9;)1>#h,(H$0 m>77l>P._2S>I9-"1Id+BE+%5mea$+4ct0W= DO0TtQ,A"PJ`t#84L*ImBUq]A7Z`hrhT^$JPluDO+=OoN/$Y]L92HoDjr/'2df17$ 5-V*FYU>DUbLq^J.dd=Q"\.R!,d#)CRWK'@UW_&Sfi*GOTHqLL0qSf;(`Ncr`0-Ff 8;WR4bAu>q'V0EHYII6*;o&UPkH9]DV!_? ^(PP"-g-%h&4I\5mCDY@,3OAmQ `).]5X.eUM9CRB%-$oU=,rPXAeZYLJ! +UV1QpS2L>l[J^9s(7SpGA^&DJ45SR9"VM"3XdeR&IqJoba$HN,0bmYAg&]/VF(W: @\-*sc;VNTiq#^4/0*PQ4t>V+)$' endstream endobj 48 0 obj << /Type /Page /Parent 242 0 R /Resources 49 0 R /Contents 50 0 R /MediaBox [ 0 0 288 452 ] /CropBox [ 0 0 288 452 ] /Rotate 0 >> endobj 49 0 obj << /ProcSet [ /PDF /Text ] /Font << /F2 266 0 R /F3 204 0 R /F5 206 0 R /F6 207 0 R /F8 209 0 R /F9 210 0 R /TT2 268 0 R >> /ExtGState << /GS2 269 0 R >> /ColorSpace << /Cs6 255 0 R /Cs8 254 0 R >> >> endobj 50 0 obj << /Length 2480 /Filter [ /ASCII85Decode /FlateDecode ] >> stream :4!Jl*i(9mQH@4&fY;d54nVe#(SW$GgF%"O^^XiabS-=S,AglOef+&3`3=6I=Lh aM6/Ld"S,_Ai%uh+IHaY_GSP8Nb;=a=B(G@MZAV5=qaWFI%FYOc7[ej0@s945J=fT V/(@[::I8UGm[.P]A:Yb53/&SP\$ECKsBDS4"(JjU3<5d`/eP1=&`T2;tRmGn@O`s It is used in one form or another for almost all structures, … )h+b[Xg3Oj0;l)l0'R:DG Wo=>lDT)rVP=4kB!/+oqa!5NOWr/V#k*4*kM^2^m&cmKf,=tWEcj"L,YbBM.G]kRW Reinforced concrete unit weight = 25 kN/m3 Use , bar 1 = 20 mm bar 2 = 12 mm links = 8 mm. p@h.agZ-TM"NPm(/pRQN@"FU@iFM$qKC&=W2_bt'r4+GHViN8Ph hL*':EclgmS:$##mW?AY/;2R4+1[3F-ok6]U*6@t)3Fr`WOqV99Q5h=Hf%$p'f(K$ ;SmD/Xc!,*m:90%,f)jIACp7]ST)04!TWL8Qg\jr>iU=B+EFRp[]g;4Cr0c=C[^$' ]U'/'uTI80b^q.qY2r5:3PoQ$W._0;>4rp%N>f*;.c!^>o'JP\NQXp[ZG8r(1`*n82lP3- fb>i4QIX$-D$\rTK[)S8*]9lDNM.hFR*);4FR*6?`.`ahLgqo?4Tp(?kCC%*Nl2\Q g+-!%gG"-O/+aa#)Os'kJ#-,8QbQNMX/Hcq8?! endstream endobj 51 0 obj << /Type /Page /Parent 242 0 R /Resources 52 0 R /Contents 53 0 R /MediaBox [ 0 0 288 452 ] /CropBox [ 0 0 288 452 ] /Rotate 0 >> endobj 52 0 obj << /ProcSet [ /PDF /Text ] /Font << /F1 258 0 R /F2 266 0 R /F3 204 0 R /F5 206 0 R /F6 207 0 R /F9 210 0 R /TT2 268 0 R >> /ExtGState << /GS2 269 0 R >> /ColorSpace << /Cs6 255 0 R /Cs8 254 0 R >> >> endobj 53 0 obj << /Length 2028 /Filter [ /ASCII85Decode /FlateDecode ] >> stream Q5:6;XO/m;,=YNJle^Hk*@@MPlr5(1@TTn``O%C2HAc]ZV]Sas0C\dnY7PmgPtl5< KV?cGO8*T@ep#>rCa7nKg/V*>l)/Z2#LC/cmg;2D)h2XKSDL6cCfK)5tYt\@tS\5.-8@6`lDMH-15,+JOIc[W'3b )h+b[Xg3Oj0;l)l0'R:DG jYjfmiKhn1H2ec[IfLs8(>&~> Z]=9E2u9hWf"E&ObR9IY,VgDdEM'9&8(Di\N&32me'%%+(pmab*r`%MKdWQ7T6=*r Vh2W1`]M/PP&"1sM6XKh'#JN6%4Yb$0p^llnsFR0u^ad+bOcif9>$bXU!11jr4&W6_@KjjISCobCW4Yh\5o2%@dRsHW&fqq11An.B$ =39R8*_W!4no"E:[FJm4cYKS-BkDM"_#:2WpN:WIC2@S5! oj.sAnCp'GVPoc3. dHQ;kP8G8@_8tQURpLgeeNB.112Nm%Z0>W/]-,'r-G?I8;s\RI?l'l2G)q/YsLZ-N1,"KGMs_fkd6`OCiO3skV>i=HYu_ [I)Xo$E*M02d%&um)_h7Fjt*K.mXF-EJ>/8rfo-OF\:74eDl`UT;e^ofZ&;'[p2a\>PZYH[0pl(Vdic(BWP_*mbDX,J!Z7 82[e!m4=B'Ir"Jel.UW(YMXf3[-^#)s1btL[I:?6jVQYMg@hT@[[oH4 :L#JiUpR'Z^\JK<9BdqS6aRc`mI(#+9@EM!LBgCn^AVA"IGqd96Ks7N8FHEFS`G@'rB8UBGGLi/AU8W6RA_lYM),tS]"9k.IEHEDDC>3RRc U3`I8I!C1G:f37``a`(clot(U9XmW;_0p:oLJ'IL7Oq&aO:A8Ee6Y*R3Ierr X'?eY&*eARkM6oDnX5p0R?V@XTQ?Bg6\)bskMmW-hcYH_Ra,mfWc-I`]fcDtZm8FE J)1'$F0X?cFI\a2fbjq-qH-FW,h)d>l4@^Fogl5^-Fa"Ne0aE0rEmuK6$PEX;+XbFot;[nc`q4bV#>H"KEK&C!/C(.Nb! D'/ohYfmqj`K$5N^M=jgH"=[gN?f( [QOqZ-`.=V1^cZk^AnZ+Nh[=#" 4%iRdX+J`!5t+qYdsSB"g$2N-@t,Uii3_s=g2XG\3,<=eKDqLb072I)\;Bo9bXG^^ [R7.Q+Q22C\>E0QHegqT1:WS'$CV*CB\(]is,/Fd[`bZj:[RikCWYCI4MElOCg;O-e0\HR#LDGY6*nZ8P_!rtp,"g^#>QFeP@tC2. (3&I5Ur+8;IU(Y)-ARGl,O*tHhZ3^XA]g;~> ]D-_9A@f0D;Q#2F?3uO9/\7iOXJ3K[ 3npP*s8#,`\^m>H3H [N1-(gMO1N:?M/U8%3?c>A^j^-hq,YgZ1ZfgUGnmm=rLe3e@joD79+@? DO0TtQ,A"PJ`t#84L*ImBUq]A7Z`hrhT^$JPluDO+=OoN/$Y]L92HoDjr/'2df17$ [O+:$GYXet#lCqt7,c^I_GjqHB\1(B:2BSY+g9eH?r787,A'g+/UWf7jSZlWCQS :dd2,;TNUoLV[#S9m"j+\uf_9I3blIf@I%_,Ge@,!6Q;/lhj.+&1J!#19ru!K)I8X *od>>ZgB+%M/O6l5"5` Institute (ACI) Building Code Requirements for Reinforced Concrete, latest edition, is widely used. >3f/F_lrPaH_]'giiO[;CnCP&T&oorq/F"1:GZ7#Z*t>gbZmQJDF`]lhVDtT]kQCh S+^iOio#RJY['e5l-YX8YGiS9%Zr,m)aK^@!#HRiG?`O38,tYZ@_W?Y5['te#j7lm 3.2 LOAD COMBINATIONS 3.2. q,hUP'(/2mi/H^"K?RRd3:QUKKL-RZbtV@BR0Bs!eln)X@Kmq>C9*d]=&iG>^m1q2 ;N49%# ;5>aGmZ+>a7KW#[r86`)atL(^J+h@aEa@fX?^LSYPW9VpT8h,[9#A^:DNn&^ Hh6M#e_N"\$9kE_+i#dAc:b[(e+!+R:8HK]2 ;SS)2c,0d%TI, ?qoGC>onK"7*L7N:E32=>F(K9L^;CUta]j^Zj [6l1e:kJjsG`W#JQ++71R^M;9+D5/kG,7A'3JJQF`$mr&N?uTbeR,\1fXS]fY-Rr&)L#-U/=h3-f/98 7ttWD&qo5Yp*XL1=t,9eRPJHrCc-N[g8&99i'fFT7rNjj']cD70f#6qs#l=(e+9op ;=mS`[D%lO9;?&lfAf% K0klf5@"#jcc1bbIT-(Y%u132'j4?1)jMHe4d1$r@$W-AeYpR &r+1#;/3*g;abV"R7bPB27gA5%EVi0B_,t\p&1F(MfppcPVE@kq1t0tFqjIKN2M_u h=YaPA+,(,+&08A"\BK)$Y"^t4kPG*9Z&V=1R$ir2nF[/_HmY1O KJ2f7Y6q;#[N6@[Wm[`DV=s([B^_ZS[u9_2A#c_:D$HLc9p0A$J#'H-C`Rtf@c.0meKt1&.G<2j`H^?rA`qWV[YQUP9SD8U4GD;/p9e,Q+j g8Oj:c)@-*$"n%3BB>"5irr"aCOMe'_r>Dh3qGg"_ HLSnlD):3V,l2]^"8r.O4F]6D:,WrKaYine2bIZa7^+AqWWufuG02&Q!LPH4j8Cpu dKeZA#dP^,l;IP+#$E&U\K@^DGe-r^L0gb-@:kER0f]TAHSO^0'aq]J7cH,s9-kug 5-V*FYU>DUbLq^J.dd=Q"\.R!,d#)CRWK'@UW_&Sfi*GOTHqLL0qSf;(`Ncr`0-Ff 2nLPgD=Ys45NQnlp=O1>r%>YNp9--egUsId6+J9eULIW+Dpbq@Hu@*G6c]02;(-rC ODcJA,S%-5ba&-(WH/IOm!q=FK]D5)>I4;*,B%.&]aZ$Qd[s>0cR95+`Dk,2p(j7f .DRQac3A5iI)'/]eZ4[[b65'2Dml;\3B65imlNKdNs7Ml\?frP@#-WL*]LnqYk$)Q 1/n7_/cbfkn%)A?Lj.uB_kNMZ?5i%pf_@==c\P7GB`f71-,eu\LdXq^1`;S[9XHS5 4OTRiljJ"#f9f5@&?l8)=0q+36kQM:*!Q`5_+Z+V_N)VQPTL5a;KM'H$:_Ge2cR@O (AY`NErB4K^S^ukMCRTa5ZcoWf'/m;sUUSHJPNnf-T]>>.hrnYMV'&:k$/MEL(U% endstream endobj 54 0 obj << /Type /Page /Parent 242 0 R /Resources 55 0 R /Contents 56 0 R /MediaBox [ 0 0 288 452 ] /CropBox [ 0 0 288 452 ] /Rotate 0 >> endobj 55 0 obj << /ProcSet [ /PDF /Text ] /Font << /F2 266 0 R /F3 204 0 R /F5 206 0 R /F6 207 0 R /F9 210 0 R /TT2 268 0 R >> /ExtGState << /GS2 269 0 R >> /ColorSpace << /Cs6 255 0 R /Cs8 254 0 R >> >> endobj 56 0 obj << /Length 2137 /Filter [ /ASCII85Decode /FlateDecode ] >> stream
2020 reinforced concrete design formulas pdf