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BEAM DESIGN: P-i <br />1P1 P21 <br />Wd= 52.31 plf v _ 313.94_plfy <br />WI= 261.63 plf A B^ <br />\Pāœ“w=-114.67 plf I<--- Xl ā€”> 1<----------- L-------->1 <-- X2 ā€”>I <br />P1d= 357.51 Ibs <br />P11= <br />2845.25 <br />Ibs <br />RAd= <br />1061 <br />Ibs <br />P1w= <br />-880.80 <br />Ibs <br />RAI(MAX)= <br />7391 <br />Ibs <br />P2d= <br />71.50 <br />Ibs <br />RAw= <br />-2509 <br />Ibs <br />P21= <br />0.00 <br />Ibs <br />RA(d+I)= <br />8452 <br />Ibs <br />P2w= <br />O.CO <br />Ibs <br />RA(d+w)= <br />-1448 <br />Ibs <br />L= <br />25.00 <br />ft <br />X1= <br />3.25 <br />ft <br />RBd= <br />1460 <br />Ibs <br />X2= <br />11.75 <br />ft <br />RBI(MAX)= <br />7067 <br />Ibs <br />RBw= <br />-2959 <br />Ibs <br />RB(d+l)= <br />8527 <br />Ibs <br />RB(d+w)= <br />-1498 <br />Ibs <br />MAO)= <br />1438 <br />ft-Ibs <br />MA(I)= <br />10629 <br />ft-Ibs <br />-3468 <br />ft-Ibs <br />_MA(w)= <br />MA(d+I)= <br />12067 <br />ft-Ibs lu = <br />1.33 ft <br />OK <br />MA(d+w)= <br />-2030 <br />ft-Ibs lu = <br />3.25 ft <br />OK <br />MAB(d+l)= <br />MAB(d+w)= <br />MB(d)= <br />MB(I)= <br />MBw= <br />MB(d+l)= <br />MB(d+w)= <br />SIGN CONVENTION: <br />09/10/2008 <br />21605 ft-Ibs lu = <br />-2151 ft-Ibs lu = <br />4451 ft-Ibs <br />18061 ft-Ibs <br />-7916 ft-Ibs <br />22512 ft-Ibs lu <br />-3465 ft-Ibs lu <br />6.25 ft <br />1.33 ft <br />1.33 ft <br />11.75 ft <br />OK <br />OK <br />DL (in) = 0.004 -0.021 -0.156 (-) is down <br />DL- (in) _-0.0051-0.1421 -0.683 (+) is up <br />CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE <br />SPAN: +M=COMPRESSION ON TOP FLANGE <br />USE: W12X16 Fy = 50 ksi <br />39089.123 <br />Page 12 of 20 <br />