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*~ bOAU COBBINAT~ON ~ACTO~ ~* <br /> <br />CO~B DE&D FL LIVE R? LIVE <br />~ 1 0 <br /> <br />BEAN: P~NLIN INPUT: SIZE RESTgICTION8 0£I$~N LOC <br /> ,. 3 ~ ~ID~H ~ 5,125 0 <br /> <br />DEFLECTION CRITERIA: LIVE = L/ 360 <br /> <br />bOADXNG: APPL TYPE QOANT ORIG LENSTH ~ <br /> UNIF DEAD 9.000001B-02 0 18 <br /> <br /> ANALYSIR DATA: <br />COMB [ I DEAD FL bIVB RF LIVE TOTAL <br /> R*L .61 0 1.35 2.16 <br /> lq .81 O t.35 2.16 <br /> M+ 3,6§ 0 6.07 <br /> <br />HHT FR. I <br /> <br />UNBAL LIVE LDO ~ 0 <br /> <br />LENGTH3: LT CANT MID ET CANT <br /> 8PAN 0 18 0 <br /> UNBR 0 0 0 <br /> <br />TOTAL = L/ 240 <br /> <br />APPL TYPE QUANT Olio LENGTH <br />GNIF iF SNOW ,15 0 18 <br /> <br /> DESIGN DATA: [GL3 1/8X125 ~ <br />MID fl) ~* 1555 psi fv = 76 Dsi - ; .434 <br /> Fb-' 2760 phi FY = 190 psi 5-T; .69i <br /> <br />Ronald L. Tiland <br />Consulting Structural Engineer <br />4340 S.E. Milwaukie Ave. <br />Portland, Oregon 97202 <br />Ph. (503) 231-7553 <br /> <br />Project: Gunther Residence <br /> Addition : Mist Frmg <br /> & Fdn Only <br />Client: Bill Wayman <br />#95086 8/2/95 <br /> <br /> <br />