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Warren Jackson - Faswall Alt 008 jpg Page 1 <br /> PE OLmiP pr m: Faswall <br /> 135 Oak St Suds 200 <br /> Eugene,OR Data:04/221f f <br /> .154/1301-1332 By OF <br /> Shear Wall Pain eased on:PC1J1898 tar Fan*Wl :I vm 136T pit,Pu=2090 phi <br /> INPUT DATA DESIGN SUMMARY <br /> MDS 15 SMEAR WAIL LENGTH <br /> RESYELSTRES L O.fi2 fl <br /> ly SO-.bi EWIVNEtR SHEAR WALL THIIXNESS 1 = 4.01 Si <br /> '.. FACTORED MAL LOAD a -'EBW k <br /> ACTORED MOMNT LOAD a -. ry,0'ak END REINFORCING <br /> FACTORED SEAR LOAD V. • 98 k r <br /> HL VERT.RENE 1 s 4 a 12 in o=. <br /> TOTAL!AMER OF CORES <br /> LENGTH OF SHEAR Mil <br /> T T <br /> TNlfl* SS OF WALL CORES <br /> WOTH OF WIll CORES :,8„'In THE WALL DESIGN IS ADEQUATE. <br /> AREA OF INDIVIDUAL WALL OOHED a • a 'm* <br /> 1197 in an <br /> OF WALL = 4AI m DEMSSEGHONXL AREA OF BOND SSY SWAMIS A= .. 36.42 <br /> DEPTH AT FLANGE OF BONG BEAM SEGMENTS <br /> WIDTH AT FLAME AVERAGE LENGTH OF BOND BFNASEC#ENTS m <br /> TOTAL WAIL HEIGHT TO TOP ly 10 fl _ — L L <br /> REMF.BARS AT BULB S A. <br /> WALL RI REOW-wo wont a, <br /> T r ' .1' a 1B in oc t <br /> WALL DDT ERT REINF. <br /> HOOP REIN o.LENGTHC . .J,.. lea 3. a <br /> aN—f�FAR 4 }jH- la <br /> 3 <br /> ANALYSIS <br /> 11I Ififi ! !! _ <br /> II I . <br /> 2,40 wo <br /> • <br /> m <br /> so -on so � .noSO " 1TT� <br /> mu SIDE/ o <br /> CHECK SHEAR CAPACITY <br /> RE MOMS RAMS ARE GNEN BVACI 316 SECTION 21921 AND SECTION 14.3 AS <br /> (P, [for Am 0.0"w 1113 tips 30 ad maws as MAMA <br /> (Pe 00012 I for ACJ 7tY,= 1153 tips , vu,anti ear sue S4 mm IOen <br /> Where My- Wpm <br /> weemrwna boded by web mlamnmshearHagan/a length In tee ear eaml <br /> ME PROVIDED <br /> IENT2RA103 ARE <br /> O.p (IN l.. <br /> P. 0mw (wI_ <br /> The p.opwea Mooing g k loss NCO its Hama per/ramble wk<a 10 in and IS salifwlary.Srvm wY Vu < 2 MV(df° <br /> re/aromaone Da* regiked.(ACI 318.See 2192 2) <br /> THE DESIGN SHEAR FORCE IS GIVEN BY AO 318 SECTION 21911 a 219A i AS <br /> env,MIN DM"m.an°'.P.m.make lt?I- IT tip. <br /> acre 6 <br /> a.== 20 (arced b tr tub be mmntrol <br /> W M Naffs 20..VJ315t8SO4 219L31 <br /> SONO OEAM SHEAR FORCE IS GIVEN BY AO 314SECTCH 21949 <br /> numbrS and la m= <br /> Wasu. m - 0.e <br />