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Warren Jackson- Faswall AIt 009.jpg - Page 11 <br /> 0 <br /> CHECK FLEXURAL&AAAL CAPACITY <br /> THELwwm DESIGN AXIAL LOAD STROJGTH,AO 310,,s•.21ns.ia ev(102),I6 <br /> O=ems"010551r(439-A4+FAR = 296.3 Alps. <br /> .lire e - 21.55 vu S18.sx9a121 <br /> p = 240 m'. <br /> 3n1.THE DESIGN MOMENT CAPACITY AT M9ItA.1 AXIAL LOAD STRENGTH ARE 333.10 D TO IS6 MVP. <br /> COP THE BALANCED SAAN COHORCN UNDER COMBINED FLEXURE NO AXIAL LOAD.THE VA%MLM STRAW UNTIE ec*rnEVE <br /> AND T LY REACH THE VALUES SPEGFlEOW AO 315 SEC.103.3 <br /> AS Es 0.003 AND Es=h I Ea On]2089 THE DEPTH TO THE NEDrtUL A%6 AND EQUNNENT RECTANGIAAR CONCRETE <br /> STRESSBLOCHME GIVEN BY <br /> =5Ea11Em Es)= 31 in ••¢p1 26 in <br /> where5•(LIlso. 52 in BI- 0d5 (AO 311-08.Sec.lCx7.3) <br /> THE DESIGN AXIAL AND MOMENT CAPACITIES AT THE BALANCED SARAM CONDITION ARE 154 Nips AND252hYp. <br /> IN ACCORDANCE VAM021318 SEC.sarrkr 02=LN mouPf ca,ncrre wuHCUTAxLL Lae°Ls 4M.=0.9 Mn = 1 Iipa. <br /> AT AN ACM.LOAD OF(0 <br /> ( 1 d p)TN REroom MD STRENGTH REDUCTION?AMOR?AMOK 0 REDUCES O USING THIS VALUES ONES <br /> A DESIGN M3u.ENT CAPALTv IIa lxT¢ <br /> SUMMARY OF LOAD VERSUS MOMENT CAPACITIES ARE SHOWN W THE TABLE BELOW.AND THEY ARE ROTTED <br /> ON TNEINTPEAtT1ON C(AGRAN ABOVE. <br /> 4.P2S6 9Mnpapl <br /> AT ANN.LOAD ONLY = <br /> AT M9%M-M LOAD 2se 58 <br /> 265 158 <br /> AT35%TENSION = <br /> AT 50%TENSION - 2.Fe 236 <br /> AT BALANCED SRAeuCONC ON = 104 252 <br /> AT AXIAL LOAD OF(0.1 k'AN) = W 180 <br /> AT S PYTcc ONLY = 0 151 <br /> THE DESIGN FORCES Ft a MARE ALSO PLOTTED ON THE WfERACHON DIAGRAM.FROM THE ENTERALTON WGRAM <br /> THE ALLOWABLE MOAMAR AT AN AXIAL LOAD Pu IS <br /> {AA= 168 (kips. > 341ni^issi-Il <br /> Memm S.LwW_8.D15P„IWWI].o1cAT).0851= 0 8 IK1316 Sec 9512) <br /> hire CH <br /> ECK CK BOUNDARY ON ZONE REQUIREMENTS <br /> FRCM THE PROVISION Of SIXR'PWY ZONE CONFNIEU.IENT REItwc ca NT 15 GIVEN BY AC1313*EDSON 21.9 62. <br /> 1065(a)PROVIDED THAT <br /> csO .A"II6 Su) andks02TG S:LA'...-'-c <br /> whoa c 7 In.(Eane Iran The mere mrpevul fiber to naAls ax at Pu M.loads.. <br /> Su= OA In_( n asseoe ®Ton. e 00Tly mvmwaborta ea as ane a cut.see OCI 318 Sae.21 .) <br /> _(Rr1 deign <br /> A)a la Y/I) Mi.(6e n.e•un elbef1113 finer compressive zees at Pu&Albede.) <br /> y 28 In.(VEIr®from 6e=Kreme conPeasbl TLeN to neurel eats NPu a MI Imt.) <br /> A= El 614(=resertnwmea section-) <br /> I 73325 n: (mmra11minrNadh.Wnnedaim.1 <br /> AMIM loacchalnail relniumemes rt at me wed end- 0004 < 406/F <br /> T The b sear IFAk-MAX(MOIL.O3c) SII 1.] Su --ac. •466 )-5•_••. <br /> The nmrni Mop spadng=Mr%BM.6e6.6.4+(14+323I= 5 In OP.(AD 313.506.215 32&21 5.6 5e) <br /> • <br /> Ammo=(0.09 At!)/M= NIA AV, <br /> Pa(OW slide)l lm= WA n'. <br />