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BEAM DESIGN:' <br />P-g <br />Wd1 = <br />17.51 <br />pif P <br />W 11 = <br />52.35 <br />W2 <br />pif W <br />Ww1 = <br />-37.18 <br />pif <br />A B <br />ii�X;ZX3 <br />Wd2 = <br />13.59 <br />pif X1 X2 <br />W12 = <br />75.42 <br />pif <br />Ww2 = <br />-60.23 <br />pif <br />Pd= <br />17.28 <br />Ibs <br />Pi= <br />0.00 <br />Ibs <br />Pw= <br />0.00 <br />Ibs <br />X1 = <br />15.63 <br />ft <br />X2 = <br />0.38 <br />ft <br />X3 = <br />3.79 <br />ft <br />RAd= <br />130 <br />Ibs <br />RAI= <br />385 <br />Ibs <br />RAw= <br />-270 <br />Ibs <br />RA(d+l)= <br />515 <br />Ibs <br />RA(d+w)= <br />-141 <br />Ibs <br />RBd= <br />218 <br />Ibs <br />RBI= <br />747 <br />Ibs <br />RBw= <br />-561 <br />Ibs <br />RB(d+l)= 965 Ibs <br />RB(d+w)= -344 Ibs <br />MB(d+I) _ <br />-705 <br />ft-Ibs lu= <br />3.79 <br />ft <br />OK <br />MB(d+w) = <br />270 <br />ft-Ibs lu= <br />1.33 <br />ft <br />OK <br />MAB(d+l)= <br />1890 <br />ft-Ibs lu= <br />8.00 <br />ft <br />OK <br />MAB(d+w)= <br />-498 <br />ft-Ibs lu= <br />1.33 <br />ft <br />OK <br />Deflections: (inches) <br />Overhang <br />Midspan <br />DL= <br />-0.026 <br />0.044 <br />DL+LL= <br />-0.102 <br />0.173 <br />USE: W6X9 Fy = 50 ksi <br />07/28/2020 61887 Rev 1 Current.123 Page 8 of 16 <br />