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DECK DESIGN:' <br />Deck 2 <br />Wd= <br />3.00 <br />psf <br />I P1 <br />P2 1 <br />W l= <br />20.00 <br />psf <br />v 23.00 <br />psf <br />v <br />Deck : Ww= <br />-31.43 <br />psf <br />^A <br />^B <br />Frame : Ww= <br />-20.34 <br />psf <br />I<-- X1 --> j<------- <br />L-------><-- <br />X2 <br />P1= <br />5.83 <br />plf <br />P2= <br />5.83 <br />plf <br />L= <br />3.96 <br />ft <br />X1= <br />0.59 <br />ft <br />X2= <br />2.50 <br />ft <br />RAd= <br />8.51 <br />plf <br />MA(d)= <br />3.99 <br />ft-Ibs/ft <br />RAI(MAX)= <br />52.35 <br />plf <br />MA(I)= <br />3.53 <br />ft-Ibs/ft <br />Frame: RAw= <br />-37.18 <br />plf <br />Deck: MA(w)= <br />-5.54 <br />ft-Ibs/ft <br />Deck: RAw= <br />-57.45 <br />plf <br />MA(d+l)= <br />7.52 <br />ft-Ibs/ft <br />RA(d+l)= <br />60.86 <br />plf <br />Deck: MA(d+w)= <br />-1.55 <br />ft-Ibs/ft <br />Frame: RA(d+w)= <br />-28.67 <br />plf <br />Deck: RA(d+w)= <br />-48.95 <br />plf <br />RBd= <br />24.31 <br />plf <br />MB(d)= <br />23.96 <br />ft-Ibs/ft <br />RBI(MAX)= <br />105.37 <br />plf <br />MB(I)= <br />62.50 <br />ft-Ibs/ft <br />Frame: RBw= <br />-106.25 <br />plf <br />Deck: MB(w)= <br />-98.22 <br />ft-Ibs/ft <br />Deck: RBw= <br />-164.20 <br />plf <br />MB(d+l)= <br />86.46 <br />ft-Ibs/ft <br />RB(d+l)= <br />129.69 <br />plf <br />Deck: MB(d+w)= <br />-74.26 <br />ft-Ibs/ft <br />Frame: RB(d+w)= <br />-81.93 <br />plf <br />Deck: RB(d+w)= <br />-139.88 <br />plf <br />MAB(d+l)= 31.62 ft-Ibs/ft <br />Deck: MAB(d+w)= -23.71 ft-Ibs/ft <br />USE 20 GAUGE GRADE C DECK <br />+S=.3961 inA3-S=.3036 inA3 FY=40 ksl <br />07/28/2020 61887 Rev 1 Current.123 Page 3 of 16 <br />