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LOAD CO~BINtTION ?ACTORB ~ <br /> <br />COMB DEAD FL LIVE RF LIVE UNBAL LIVE LDO = O <br /> I I 0 I <br /> <br />BNT FR. 1 <br /> <br /> BEAM: RIDGE,BM INPUT: ilgE REHTRICTIONH ORIGIN LOC LENGTEH: LT CANT MID iT CANT <br />-- 3 ~ WIDTH ~ 5.125 0 BPAN 0 18 0 <br /> 5 ~ DEPTH IiU U#BR 0 O 0 <br /> <br />LIVE: L/ 360 <br /> <br />DEFLECTION CRITERIA <br /> <br />TOTAL: L/ 2/0 <br /> <br />LOADING: APPL TYPE QUANT ORIO LBNOTB } APPL TYPE QUANT ORIG LENGTH <br /> UNIF DEAD .li 0 18 ~ DNIF RF HNOW .233 0 lB <br /> <br />COHB { i DBAD FL LIVE RF LIVH TOTAL MID fb = 1474 psi fy; 72 psi3-[ = .411 <br /> R-L 1.26 0 2.097 3.357 Fb = 2?60 p~i Fy = 190 psi 8-T · .658 <br /> N-N 1.26 0 2.097 3.357 <br /> M+ 5.67 O 9.439}99 1§.11 <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 :Misc Frmg <br /> & Fdn Only <br />Client: Bill Wayman <br />#95086 8/2/95 <br /> <br /> <br />