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BEAM DESIGN: P-i <br />Wd= <br />50.30 <br />plf <br />WI= <br />241.19 <br />pif <br />Ww= <br />-102.60 <br />plf <br />P1d= <br />63.98 <br />Ibs <br />P11= <br />0.00 <br />Ibs <br />P1w= <br />0.00 <br />Ibs <br />P2d= <br />1289.70 <br />Ibs <br />P21= <br />4763.41 <br />Ibs <br />P2w= <br />-2026.41 <br />Ibs <br />I = <br />25.00 <br />ft <br />X1= <br />11.75 <br />ft <br />X2= <br />3.25 <br />ft <br />MA(u)= <br />MA(I)= <br />MA(w)= <br />MA(d+l)= <br />MA(d+w)= <br />MAB(d+l)= <br />MAB(d+w)= <br />4224 ft-Ibs <br />16649 ft-Ibs <br />-7083 ft-Ibs <br />20873 ft-Ibs lu = <br />-2859 ft-Ibs lu = <br />18432 ft-Ibs lu = <br />-1322 ft-Ibs lu = <br />IP1 P2I <br />v 291.49 Of v <br />"A B^ <br />I<--- xi -> I<- --- ------ L--- — --- >I <--- X2 --->I <br />RAd= <br />1274 <br />Ibs <br />RAI(MAX)= <br />6515 <br />Ibs <br />RAw= <br />-2486 <br />Ibs <br />RA(d+I)= <br />7789 <br />Ibs <br />RA(d+w)= <br />-1212 <br />Ibs <br />RBd= <br />RBI(MAX)= <br />RBw= <br />1.33 ft <br />11.75 ft <br />6.25 ft <br />1.33 ft <br />RB(d+l)= <br />RB(d+w)= <br />2091 Ibs <br />9232 Ibs <br />-3644 Ibs <br />11324 Ibs <br />-1553 Ibs <br />OK <br />OK <br />OK <br />OK <br />MB(d)= 4457 ft-Ibs <br />MB(I)= 16755 ft-Ibs <br />MB(w)= -7128 ft-Ibs <br />MB(d+l)= 21212 ft-Ibs lu = 1.33 ft OK <br />MB(d+w)= -2671 ft-Ibs lu = 3.25 ft OK <br />SIGN CONVENTION <br />09/10/2008 <br />DL (in) = 1-0.2321 0.0481 -0.050 (-J is down <br />DL+LL (in) _ 1-0.9151 0.0931 -0.181 (+) 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 11 of 20 <br />