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BEAM DESIGN: P-h <br />I P1 P2I <br />Wd= 33.89 plf v 301.39 plf _ v <br />WI= 267.50 plf AA BA <br />Ww=-107.62 plf X1 —> I<----- L------ >I <--- X2 -->I <br />P1d= <br />67.10 <br />Ibs <br />P11= <br />0.00 <br />Ibs <br />RAd= <br />P1w= <br />0.00 <br />Ibs <br />RAI(MAX)= <br />P2d= <br />866.85 <br />Ibs <br />RAw= <br />P21= <br />5283.13 <br />Ibs <br />RA(d+I)= <br />P2w= <br />-2125.41 <br />Ibs <br />RA(d+w)= <br />L= <br />25.00 <br />ft <br />X1= <br />11.75 <br />ft <br />RBd= <br />X2= <br />3.25 <br />ft <br />RBI(MAX)= <br />R_Bw= <br />RB(d+I)= <br />RB(d+w)= <br />894 Ibs <br />7226 Ibs <br />-2608 Ibs <br />8120 Ibs <br />-1714 Ibs <br />1395 Ibs <br />10240 Ibs <br />-3822 Ibs_ <br />11635 Ibs <br />-2427 Ibs <br />MA(d)= <br />3128 <br />ft-Ibs <br />MA(I)= <br />18466 <br />ft-Ibs <br />MA(w)= <br />-7429 <br />ft-Ibs <br />MA(d+I)= <br />21594 <br />ft-Ibs lu = 1.33 It OK <br />MA(d+w)= <br />-4301 <br />ft-Ibs lu = 11.75 ft OK <br />MAB(d+l)= 20484 ft-Ibs lu = <br />MAB(d+w)= -1370 ft-ibs lu = <br />6.25 ft <br />1.33 ft <br />OK <br />OK <br />MB(d)= <br />2996 <br />ft-Ibs <br />MB(I)= <br />18583 <br />ft-Ibs <br />MB(w)= <br />-7476 <br />ft-Ibs <br />MB(d+l)= <br />21579 <br />_ <br />ft-Ibs lu = 1.33 ft OK <br />MB(d+w)= <br />-4480 <br />ft-Ibs lu = 3.25 ft OK <br />(-) is down <br />(+) is up <br />SIGN CONVENTION: CANTILEVER; +M=COMPRESSION ON BOTTOM FLANGE <br />SPAN; +M=COMPRESSION ON TOP FLANGE <br />USE: W12X16 Fy= 50 ksi <br />09/10/2008 39089.123 Page 10 of 20 <br />