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BEAM DESIGN:" <br />P-h <br />Wd= <br />35.32 <br />plf <br />P <br />W 1= <br />105.37 <br />plf <br />v <br />140.70 <br />plf <br />Ww= <br />-107.15 <br />plf <br />A <br />B^ <br />Pd= <br />30.73 <br />lbs<----- <br />X ----> <br />j<---------- <br />L---------->1 <br />PI= <br />0.00 <br />Ibs <br />Pw= <br />0.00 <br />Ibs <br />Deflections: (inches) <br />Overhang <br />Midspan <br />L= <br />16.00 <br />ft <br />DL= <br />-0.027 <br />0.047 <br />X= <br />3.79 <br />ft <br />DL+LL= <br />-0.124 <br />0.197 <br />(+downward, <br />-upward) <br />MA(d) = <br />370 <br />ft-Ibs <br />RAd= <br />470 <br />Ibs <br />MA(I) = <br />757 <br />ft-Ibs <br />RAI= <br />1290 <br />Ibs <br />MA(w) _ <br />-770 <br />ft-Ibs <br />RAw= <br />-1312 <br />Ibs <br />MA(d+I) = <br />1128 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RA(d+l)= <br />1760 <br />Ibs <br />MA(d+w) _ <br />-400 <br />ft-Ibs <br />lu= <br />3.79 <br />ft <br />RA(d+w)= <br />-841 <br />Ibs <br />RBd= <br />259 <br />Ibs <br />RBI(Max)= <br />843 <br />Ibs <br />RBw= <br />-809 <br />Ibs <br />MAB(d+l)= <br />4319 <br />ft-Ibs <br />lu= <br />8.00 <br />ft <br />RB(d+l)= <br />1102 <br />Ibs <br />MAB(d+w)= <br />-2103 <br />ft-Ibs <br />lu= <br />1.33 <br />ft <br />RB(d+w)= <br />-550 <br />Ibs <br />USE: W8X10 Fy = 50 ksi <br />07/28/2020 61887 Rev 1 Current.123 Page 9 of 16 <br />